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Tender No-01
TENDER DOCUMENT
VOLUME : I
TECHNICAL BID
Name of Work : osnO;kliqjh ;kstuk ds lsDVj&7 esa
U;w esjB LiksV~Zl dkEiysDl
fuekZ.k ,oa fodkl dk;ZA
dk
Note : The tenderer must read carefully every page of the details,
conditions of technical bid and submit in the sealed envelop of
technical bid after signing of each page of the conditions.
Year -2014-15
Executive Engineer
1
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TECHNICAL BID
Tendere No-01
Name of Work : osnO;kliqjh ;kstuk ds lsDVj&7 esa
U;w esjB LiksV~Zl dkEiysDl
fuekZ.k ,oa fodkl dk;ZA
dk
___________________________________________
Estimated Cost
:
1576.22 Lac
Cost of Tender
:
5700.00
Earnest Money
:
110.13 Lac
Time of Completion
:
18 Month
Defects Liability Period
:
12 Month
Validity of Tender
:
3 Month
Date of Receipt of Tender :
07-01-2015
Date of Opening of
-
:
Technical Bid
(1) Technical Bid (R.F.Q.) :
(2) Financial Bid
:
Laterly Informed to
successful bidder in
(R.F.Q.)
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TECHNICAL – BID
INDEX
Sl.no
Items
1
Earnest money details
2
Instructions to the tenderer
3
General terms & conditions of tender
4
Special conditions of the contract
5
Conditions /Instructions and important notes for
Page No.
04
05 - 06
07
08 - 15
"ELECTRICAL WORKS"
16 - 19
6
Special checks & specifications for works
20 - 23
7
Special conditions for prequalification marks
24 - 26
8
Appendix A Details of work completed/ running
27
9
Appendix B Solvancy certificate
28
10 Appendix C Detais of staff employed
29
11 Appendix D machinery,T & P.
30
12 Annexure-1 Affidavit on Rs 10/- Stamp paper
31
13 Financial Bid conditions
14 Bill of Quantity
32 - 40
41 - end.
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Tender-No-01
Name of Work : osnO;kliqjh ;kstuk ds lsDVj&7 esa
U;w esjB LiksV~Zl dkEiysDl
fuekZ.k ,oa fodkl dk;ZA
dk
DETAILS OF THE EARNEST MONEY ATTACHED
Vied
CDR/FDR/Post
Office
book/NSC/Pc/Time
deposit
of
………………. 1/2/3/5 years No. …………………………. dated
………………………..
of
Rs.
……………………………………..
Name of Bank ……………………………………………………...
CONTRACTOR
IMPORTANT NOTICE
Mere issuance of tender papers does not confIrm eligibility.
The eligibility will finally be decided based on the documents
Attached
&
furnished
by
the
tenderer
in
their
“PRE-
QUALIFICATION BID”
Executive Engineer
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INSTRUCTIONS TO THE TENDERER
1
2
3
The tender shall be submitted as two bid system in accordance with the procedures
detailed here in specified documents shall be submitted in envelope of appropriate size,
which shall be duly sealed.
Conditional tender will not be considered.
Tender documents are to be submitted in two envelopes marked No. 1 shall contain for
Technical Bid and marked No. 2 for Financial Bid. The details of documents to be submitted
with each envelope are given below.
LIST OF DOCUMENTS TO BE SUBMITTED
The details or document to be submitted with each envelope are given below :
ENVELOPE MARKED -1 (Technical Bid)
1
2
3
4
5
6
7
8
9
10
Earnest money in the shape of NSC/FDR/CDR of schedule bank duly pledged in favour of
Vice-Chairman, Meerut Development Authority, Meerut
Duly filled up pre-qualification documents appended with the tenders.
List of works satisfactorily completed during the last three financial years in Govt./Semi-Govt
along with certificates (Attested copy) clearly indicating Date of start, date of completion,
amount of work actually executed. Experience certificates should clearly indicate the head
bifurcation of work i.e. Road, Drain, Sewer, Building, Electrical etc.
Proof of Liquid Assets duly certified by nationalised/Scheduled bank and issued not before six
months as per pre-qualification requirement as per Appendix “B” (original or attested copy will
be entertained).
Latest income tax clearance Certificate. Valid till date (Original or attested copy) clearly
indicating turn over of last three assessment years. In case, ITC not available then Audited
Balance Sheet duly counter sig. By C.A. for last three years clearly indicating turnover and
TDS may be included.
List of tools and plants. Affidavit by Notary on minimum Rs. 10/- non judicial stamp paper
(original)
List of Technical staff with their qualification professional experience and length of the service
with the firm Affidavit by Notary on min. Rs. 10/- non-judicial stamp paper (original)
Original Copy / Attested copy of the partnership deed if it is a partnership firm and Attested
copy of registration certificate in case of company, sole proprietorship declaration in the case
of sole proprietorship firm.
Authority letter in original or attested by notary not more than one year old of the firm/tenderer
in favour of the person who has signed the tender documents with telephone No. and
complete postal address.
Failing in compliance any of the above conditions will lead to rejection of tender.
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ENVELOPE MARKED – 2 (Price Bid)
1
2
Price bid (R.F.P.) will be invited from successful bidders AFTER EVALUATING ( R.F.Q.)
separately.
Non judicial stamp paper of Rs. 100.00 (Rupees Hundred Only) of U.P. along with revenue
stamp.
SYSTEM TO OPEN TENDERS:
1
Envelope No. 1 containing the tender fee ,earnest money deposit and pre-qualification
documents shall be opened first on specified date and time.
2
Sealed price bids of only successful bidders shall be received after informing by notice and
web site of MDA as described in notice on fixed date. The quotes rates of various tenders will
be read out Tenderers desirous to be present shall be allowed at the time of opening of price
bid.
Executive Engineer
M.D.A. Meerut.
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GENERAL TERMS
AND
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CONDITIONS OF TENDER
1
Earnest money is required to be deposited in the shape of NSC/FDR/CDR of the Scheduled
Bank of India duly pledged in favour of V.C., M.D.A. Meerut.
Earnest Money deposit shall as per published in newspaper.
2
Tender of the firms who have litigation in Court of Law against MDA will not be considered.
3
Tenders of firms liable to be rejected who have failed to complete the work timely and work is
still pending for more than a year in the Authority.
4
Tender documents shall be available for sale from office of the Chief Engineer MDA after
depositing the cost of tender in account office to the Cashier M.D.A., Meerut.
5
Tender will be received up to 3.00 P.M. dated as mentioned in tender notice and the prequalification bids shall be opened on the same date at 4.00 P.M. in the presence of available
tenderers.
6
The financial bids of the pre-qualified bidder shall be opened on predeclared date at 4.00 PM
in the office of CEMDA.
7
V.C. MDA reserves the right to reject any or all tenders without assigning any reasons.
8
Defect liability period for the executed work shall be one year after the actual date of
completion.
9. JOINT VENTURE FIRM:
Firms forming joint venture for qualifying in the pre - qualification bid of said tender are not
eligible . Experience / turn over / liquid assets of joint venture firm working under one name may
be considered . Individual experience / liquid assets of constituents firms shall not be added in
joint venture firms.
Executive Engineer
M.D.A. Meerut.
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SPECIAL CONDITIONS OF THE CONTRACT
GENERAL
1
2
3
These special conditions shall be read in conjunctions with the General conditions of the
contract. Where the provisions of these Special Conditions are at Variance with the provisions
of the General Conditions of the contract the provisions of these special conditions shall take
precedence.
The Contractor is expected to be well conversant with the conditions of GPW from 9 as
applicable to MDA, works (General conditions of the contract) which shall be part of the
agreement.
The tenderer are advised to see carefully the site of work and structural / architectural drawings
etc. before actually submitting their tender. The structural / architectural drawings for the work
under the scope of this tender can be seen in the office of the CE/EE, MDA, Meerut on any
working day between 11:00 A.M. to 4:00 P.M.
TENDERER TO ENSURE AND NOTE
4
The tender is to be addressed to the Executive Engineer, M.D.A. and should be submitted with
the name of the work written on the cover as per directions given in instructions to the
tenderers. The tenders may either be sent by Registered Post or may be deposited in the tender
box specially kept for the purpose in the office of the C.E. M.D.A. Meerut and in Allahabad bank
Extension Counter at M.D.A. main office. No excuse for the late receipt of the tenders due to
loss or delay in postal transit shall be considered.
5 No page for the tender shall be removed and the entire set must be submitted, as it is, Failure to
comply the instructions may result in the rejection of the tender.
6 All entries made by the tenderer should be in one link and should be legible Tender should not
contain erasures and corrections and if any they should bear the dated initials of the tenderer.
The tenderer must sign each page of the tender.
7 No additions of alternations are permitted in the tender papers. If tenderer does so, the same
shall not be considered and such tender is liable to be rejected.
8 Any tenderer not fulfilling all the conditions is likely to be rejected.
9 No refund of the cost of tender is claimable for tenders not accepted or for tenders not
submitted.
10 Contractor has to sign the agreement after submission of stamp paper within ten days from the
date of award of the work. In case of delay on the part of the contractor beyond ten days, a
penalty of Rs 1000/- per day will be imposed and shall be recoverable from contractor and will
be deducted from any dues of Contractor.
EARNEST MONEY AND SECURITY DEPOSIT
11 If the contractor withdraws his offer/tender, or modified his offer/tender, before acceptance of
the tender, his entire earnest money at the time of tender will be forefittrd by the authority.
12 The contractor shall have to deposit the required earnest money at the time of tender.
13 The security of tender is already deposited in the shape of earnest money in advance with
tender which shall be released after satisfaction of Engineer in charge and completion of 12
months said as defect liability period from the date of final payment made by authority.
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14 The tenderer shall submit Non-Judicial Stamp Paper Purchased only from treasury (as per
stamp act and G.O. dated 14-08-2002 if I.G. Registration) of following value.
14.1 - Rs. 125.00 per thousand in case of cash security according to article 40-A.
14.2 - Rs 70.00 per thousand in case of F.D.R/N.S.C./K.V.P. etc according to article 40-B
14.3 - Rs. 100.00 only in case of guarantee of two persons as third party according to article 57.
14.4 - Rs. 5.00 per thousand to the maximum of Rs. 10,000.00 in case of Bank Guarantee
according to article 12-A.
15 The earnest money deposited by the unsuccessful bidder shall be returned with in thirty days
from the days of acceptance of the tender of within 30 days or receiving the request from
tenderer whichever is later.
16 After the acceptance of the tender, the earnest money of the successful Contractors shall be
converted into the Security deposit as said in -13.
17 The Security deposited shall be refunded to the contractor after completion of defect liability
period 12 months from the actual date of final payment made by authority.
REGARDING MATERIALS
18 All the materials for the works shall be arranged by the contractor at his own cost.
19 All the material collected by the contractor during execution of work or otherwise shall be
properly stacked and arranged as directed by the Engineer-in-Charge.
20 Contractor shall have to make their own arrangement for water and electricity at the site of work.
The water should fit for drinking in case the authority supplies the water, the contractor shall
have to pay charges at rate fixed by Authority.
21 M.D.A. shall give necessary recommendation letter to the concerned authority for giving water
and power connection to the contractor. However any delay in getting water or power
connection shall not entitle the contractor for any compensation or extension in completion
period.
22 The stone ballast and grit will be blue textured and free of soft pieces the guage of the ballast
shall be as per detailed latest specifications of CPWD/PWD including all correction Slips till
date.
23 The contractors is to stack the metal at the road beams first according to the size of complete
with stack numder as directed by the E/I and no metal shall be stacked on road embankment.
The metal shall be allowed to spread for consolidation only after recording of measurements
and taken into road metal account register.
24 A deduction @ 7.5% shall be made from stack measurements of stone metal to arrive at net
quantity for the purpose of payment.
25 Cement and steel shall have to be arranged by the contractor only from the approved
manufacture / re-rollers who hole ISI license only cement and steel should be ISI marked and to
the entire satisfaction of the E/I. Test certificate for steel will have to submitted by the contractor
at the time when steel will be supplied at site.
26 With each lot of material arranged by the contractor for construction work he shall produce
proper receipt of purchase from the manufacture-roller.
27 The contractor has to arrange the test certificates of each lot from an approved test laboratory.
Engineer-in-charge, MDA shall have the right to take sample for testing as per CPWD / ISI
norms or directed by the Engineer in charge and get it tested. The contractor shall bear all
charges of sampling, carriage and testing etc.
28 The cement shall be stored at site of work as per B/S requirement and shall be kept under
double lock and key system by the contractor at his own cost.
29 The Contractor in a register at site shall keep complete accounting of material purchased and
consumed. All register at site shall have machine numbered pages.
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30 The contractor shall provide at his own cost proper storage facility for the materials brought by
him to prevent any loss, damage or deterioration of the same.
31 The contractor shall confine his equipment storage of materials operation of his works and
people to the limits as directed by the E/I and shall not unnecessary spread over the premises
with his materials and hutment.
32 The Contractor shall make arrangement for watch and ward of the material at his own cost.
33 All the materials and workmanship shall be as per specifications described in the contract and in
cases not covered in the contract these shall be in accordance with the E/I instructions and shall
be subjected from time to the tests as the E/I may direct at places of manufacture at the work
site or in the MDA Laboratory or recognized laboratory of the city the contractor Shall provide
conveyances labour and material required for examining measuring and testing of the work and
a quality of materials, used contractor shall supply sample of the materials get them approved
before using in the work. The cost of such conveyance, labour and materials, provided for
testing purpose, testing charges and for examining the work and for proper completion of the
same shall be borne by the contractor and no extra payment shall be made for the same.
34 Samples makes of materials / equipments (electrical) and item of work shall have to be got
approved by the contractor from EII before execution.
35 The contractor shall ensure to consume the within its expiry date. The material if consumed
after the expiry date the affected work will have to be dismantled or the recovery shall be made
by the Authority at the rate of double the cost of work in which such materials consumed.
LABOUR REGULATIONS
36 The contractor will have to follows all existing rules and regulations of the Govt. and labour
department regarding the labour employed by him without entitling him for any extra claim on
this account.
37 The contractor shall be responsible for the damages (s) done to any property of injury to any
person whatsoever caused by him or any body in his employment or caused in consequence of
his work. He will indemnify and keep the Govt. indemnified against claims demands
proceedings charges. Cost charges and expenses whatsoever in respect of or in relation to any
such injuries or damage. The contractor shall take a necessary precautions for the safety of his
employees on the work and shall comply with all applicable provision of safety laws and
building codes to prevent accident or injuries to persons on the work.
38 Labour cess @1% of total work done will be deducted from the bills of contractor. Labour cess
will not claimed by contracter in any means .
EXECUTION OF WORK
39 All drawings and designs will be supplied according to the necessity of the particular work and
the contractor will not have any claim for compensation in case of late supply of necessary
design drawings.
40 For caring out the work the contractor shall be provided with one set of working drawing.
Additional copies if required will be supplied to him on payment of additional charges as decided
by Engineer-in-Charge.
41 The contractor shall be wholly responsible for setting out the works and for the corrections of the
positions levels dimensions and alignment according to the plan/drawings including all
necessary instruments page poles, etc and other material required for the purpose to the
satisfaction of E/I.
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42 The work shall be executed as per program drawn by the contractor and approved by the E/I. If
the part of the site is not available due to any reason the program of the contractor
43 If the Engineer-in-charge, MDA shall find that the work progress is slow and feels that the work
will not be completed in the time specified then the Engineer-in-Charge, Meerut Development
Authority, shall order the contractor to work day and nights and / or on holidays and the
contractor shall obey these orders without objection or request for compensation. No
compensation whatsoever shall be paid on this account.
44 In the event of working at night, the contractor shall provide sufficient lighting safety
arrangements for working staff to the satisfaction of the Engineer-in-charge, MDA Any order or
approval issued under this clause by the Engineer-in-charge, MDA shall not relieve the
contractor from of diminish his obligation under the contract.
CONTRACTORS SUPERVISORY STAFF
45 Within fifteen days of the registration of the contract bound the contractor shall have to notify in
writing the names of his two authorized Representatives. One of them will always be available
at the site of work to receive technical order and the other for instruction for issue of material
sand other miscellaneous works. The contractor shall be fully responsible for the order received
by his representative or the materials received by his representative.
46 The contractor shall provide sufficient supervision to the work using the skill and attention. He
shall deploy following experienced engineer on the work throughout its currency.
Works costing more than Rs. 25.00 Lacs
One diploma Engineer
and up to 50.00 Lacs
Works costing between Rs. 50.00
One Graduate Engineer
and up to 100.00 Lacs
One diploma Engineer
Works costing between Rs. 100.00 to
Two Graduate Engineer
500.00 Lacs
Two diploma Engineer
Works costing between Rs. 500.00 to
Two Graduate Engineer
and above
Three diploma Engineer
The Engineer’s deployed by contractor shall be got approved in writing from the Engineerin-charge (whose approval at any time can be withdrawn) for supervision of the work and to
receive directions and instructions of the work from E/I. on behalf of contractor. The supervisory
staff of the contractor shall not be changed without obtaining the approval of E/I. In, he event of
non presence of these Engineers, Authority will deduct @ Rs 10,000.00 PM per graduate
Engineer and @ Rs. 6,000.00 PM per diploma Engineer which will be non refundable. The
decision of Executive Engineer in regards to presence and/or absence of such engineer from
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the work shall be final and binding upon the contractor. The contractor will have to remove and
person employed on the work if ordered by the E/I for any reason.
47 If the contractor does not use at site the T&P as mentioned in the Appendix ‘D’ the same shall
be arranged by the authority and the necessary deductions for the rental of machinery and T&P
shall be made from contractors bills or penalty as deemed fit shall be imposed for which no
claim shall be entertained.
WORK TO BE DONE AS PER SPECIFICATIONS
48 The specification to be follows for the execution of the works shall be :
a) The latest MOST/CPWD/PWD specification for works with correction slips up to date of
receipt of tender.
b) Relevant ISI standard for work not covered by the above.
c) Material bearing ISI Mark shall be given first preference for use in works for all articles
without ISI marks the quality shall be judged by the relevant ISI specifications.
49 The Bill of Quantities is to be read in conjunction with the Form of tender drawings conditions of
contract specifications as these documents are jointly explanatory and descriptive of the works
included in contract. In case of contract amongst description of the items (s) specifications
conditions and drawings, the following order of precedence shall be followed.
a) Provision as per direction of items (s)
b) Provision in special conditions of contract.
c) Provision in specification
d) In absence of above the decision of Engineer-in-charge shall be final & binding.
49 All works under or in course of execution or executed in pursuance of the contract shall at all
times be open to the inspection and supervision of the E/I and other authority Officials at all times
during the usual working hours all other times, If notice for the inspection of site by the E/I or any
other official is given to the contractor should either himself be present to receive orders and
instructions or contractors agent shall be considered to have the same force as if they had been
given to the contractor himself. The contractor shall also provide all facilities necessary for
inspection of the work by the E/I or their official for which n payment shall be made to the
contractor.
Engineer-in-charge MDA shall have the right to inspect the work and related documents either
through their authorized officers or any agencies appointed for such purpose as and when the
need is felt in order to assess the work progress, the quality of material used in the constructions
issued in pursuance of the above inspections.
50 SITE ORDER BOOK shall be maintained at the site of the work in which instructions shall be
given to the contractor or in his absence by his authorized representative or agent and in such
case it will be presumed the same have been conveyed to him in time.
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VARIATIONS
51 The quantities given in the bill of quantities are approximate and are liable to variation up to 10%
with explaining the clear cause of variation in the interest of said work by Engineer in charge.on
same rates as described in tender.
RATE
52 In quotating their rates the Tenderer should take in to account all fluctuations of the market as no
claim shall be entertained on this account during the acceptance of the tender and upto
completion of the contract.
53 The tendered shall be for all completed items of the work and shall includes all quarry royalties,
testing, screening, tools and plants railway freight, carriage of materials to site, stacking and
removal charges of any rejected materials and municipal taxes, octori etc. and all other taxes in
force from time to time.
54 Tendered rates are inclusive of all taxes and levies payable under the respective statutes.
However pursuant to the constitution (Forty Sixth Amendment) Act. 1982 if any further tax of levy
is imposed by state, after the date of receipt of tenders, and the Contractors there upon
necessarily and properly pay such taxes / levies, the contractor shall be reimbursed the amount
so paid provided such payment, If any, is not in the opinion of C.E. (whose decision shall be final
and binding) attributable to delay in executing of work within the control of the contractor.
a) The contractor shall keep necessary books of accounts and other documents for the purpose
of this condition as may be necessary and shall allows inspection of the same by a duly
authorized representative or as the Engineer-in-charge may require.
b) The contractor shall within a period of 30 days of imposition of any further tax of levy Pursuant
to the constitution (Forty Sixth Amendment) Act 1982 gives a written notice thereof to the
Engineer-in-charge may require.
c) No escalation on any account shall be paid.
55 Rates quoted shall be considered to be for all height unless specified otherwise.
PAYMENT
56 The contractor shall submit monthly running bills to the MDA for the work completed by him during
the month. The Engineer-in-Charge MDA shall check the bill and 75% payment shall be made for
the citified amount within 15 days of submission of bill, balance amount due against this bill shall
be released after the same is cleared by the MDA. Security deposit recovered reaches the total
figure outlined in clause 1 of GPW Form – 9. The certificate of the Engineer-in-charge, MDA
regarding the sum payable against bills shall be final and conclusive.
57 Any claim, during the period of contract will be submitted in writing within the currency of the
contract bond failing which the claim shall not be entertained.
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58 The contractor shall sign “No claim certificate” on running bills and in case of any claims or extra
item he must mention the item and rate and Qty. specifically otherwise no claim shall ne
entertained later on. Payment of claim shall only be made as within decided by the competent
authority in MDA.
59 Sales tax with surcharge shall be deducted on the gross amount of the work done for all the
payment made to the contractor according to the provision of U.P. Sales Tax Act modified from
time to time.
60 The contractor shall submit a certificate along with each bill that full labour payment has been
made by the contractor till the end of the preceding month.
61 The provision of an item in the bill of quantities will not entitle payment for the same in case if
forms part of any other item as per specifications, Special conditions of contract through the same
may have not been specifically in the description of the item (s).
62 The contractor shall have to sign FARKHATI at the time of final bill.
SECURED ADVANCE:
63.
Secured Advance on Materials
The Contractor on signing an indenture in the form to be specified by the Engineerin-charge, Meerut Development Authority by allowed "Secured Advance" on the
security on materials to the extent of 75% of the estimate value of major materials
which in the opinion of the Engineer-in-charge, Meerut Development Authority are
non perishable and are in accordance with the contract and which have been
brought on the site in connection therewith and are adequately stored and/or
protected against damage by weather or other causes but which have not at the time
of advance been incorporated in the work. When materials on account of which an
advance has been made under this sub-clause are incorporated in the works, the
amount of such advance shall be deducted from the last payment made under any
of the clauses of this contract. An indenture bound on Rs.100.00 non-judicial stamp
prepared and submitted.
ABNORMALLY HIGH/LOW RATES
64. In the case of abnormally low rated items, the minimum quantity stipulated in the
agreement must be executed and no reduction in quantity shall be allowed without
prior approval of the competent authority.
65. THE ORIGINAL CONSUMPTION OF MATERIAL
After the completion of the work the theoretical quantity of cement to be used on the
works shall be calculated on the based on PWD/CPWD statements showing
quantities of cement to be used in different items of work provided in the Delhi
schedule of rates applicable to the agreement but for the items on which DSR is not
applicable the consumption of cement shall be decided the E/I of the work. Over this
theoretical quantity of cement further variation on either side shall also be allowed as
under.
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Maximum permissible percentage
2% (Two percent)For all works
The variations in respect of other materials shall be as per norms in Central P.W.D.
work/U.P.P.W.D.
The cost of quantity of cement, steel, bitumen or any other material less used than
the theoretical quantity allowing variation of minus side shall be recovered from the
contractor at two times of issue rates.
CO-OPERATION WITH OTHER AGENCIES
66. The contractor shall not put hindrance to any person or to other Contractors
authorized by the department to carry out works of any nature entrusted to them.
The Contractor shall have to allow the other party to work and adjust his work
accordingly and no claim shall be entertained on this account. In case of any dispute
the decision of the E/I shall be final and binding upon all the parties concerned.
67. The contractor shall do his work in such a way that the work of other contractor is
not hampered.
MISCELLANEOUS
68. The contractor shall treal all materials obtained during dismantling of a structure,
excavation of the site of work etc. as Governments property and such materials shall
be disposed of to the instructions in writing issued by the Engineer-in-charge.
69. The normal working hours shall be from 8.30 A.M. to 5.30 P.M. and no work shall be
carried out on Sunday and on gazetted holidays without specific permission of the
E/I No claim whatsoever shall be entertained on this account.
70. The contractor shall at all times keep the premises free from accumulated waste
material or rubbish caused by his employees on the work and on completion of the
work he shall clear away whole site of such material and fill up the borrow pits made
by him. He will leave whole of the site and works clear in a workmanlike manner.
Nothing extra shall be paid to the contractor for this clearing up. The contractor shall
maintain and keep the area in agreed sanitary condition, which is used by men
engaged in the work by him. He shall remove and clear all structures etc. Which may
have been set up by the Contractor for accommodating his labour on the completion
of the work to the satisfaction of the Engineer-in-charge Meerut Development
Authority.
71. In case of any dispute the decision at C.E./S.E. Meerut Development Authority shall
be final and binding on the contractor.
72. No claim for the interest will be entertained by the Meerut Development Authority in
respect of the deposits mentioned in the contract or in respect of any money or
balance which may be in their hands owing to any disputes between the MDA and
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the contractor or in respect of any delay on the part of Meerut Development
Authority in making monthly payments or otherwise.
73. The contractor shall have to make arrangements at his own cost for temporary
accommodation for the office staff and the laborers residence at the site of work.
Suitable area of land shall be earned marked to contractor to put the labour comp.
Contractor shall however be responsible to hand over the site to Meerut
Development Authority duly cleared from all encumbrance immediately after
completion of work failing which completion certificate of the contract shall not be
issued.
74. Stamp duty will be paid as per rule/order.
EXECUTIVE ENGINEER
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“Conditions Instructions And Important Notes for ELECTRICAL WORKS”
1.
For Electrical works, approved “A” category certificate of electrical safety directorate
shall be necessary.
2.
No extra cost for claim will be admissible for adopt in those special conditions/
instructions mentioned in the following paras. These conditions should be thoroughly
studied and taken into account by the contractor while tendering and signing the contract
agreement.
3.
All works should be carried out as per latest U.P.P.W.D./U.P.P.C.L., Vikas Pradhikaran
specification laid down for external electrical works.
4.
All the items, fixtures to be used on the work shall be as per drawing and U.P.
P.W.D./U.P.P.C.L. Vikas Parishad specifications as mentioned and sample shall to be
govt. approved by the E/I. Necessary drawings maybe made available by the E/I.
5.
The Contractor must visit site and office and understand the specifications of material of
the works.
6.
The contractor shall only store such material at site, which are to be used in the work.
Material which are not to be used in the work material of inferior quality shall not stored
at site without the written permission of the E/ I, MDA is not bound to provide free
storage or place to the contractor. The Contractor shall have to make his own
arrangement at his own cost.
7.
The contractor shall remove all the defects till the works is handed over to Uttar Pradesh
Power Corporation, Ltd. And he will cooperate and help him handing over the work.
8.
The work shall be opened for inspection by the Technical Audit Cell or any inspecting
authority constituted by the GTDA and defects pointed out by them will have to be
removed by the contractor as his own cost, within given years of finalisation of the
bound, incase the contractor fails to rectify those defects, actions for recovery of amount
required for rectification of these defects shall however be taken by the Authority.
9.
The contractor to whom is allotted may have to produce on demand by the MDA
purchase vouchers, challan etc. From the principal manufacture of authorised dealer for
verification of correct supply of material. The contractor will have to submit on demand
the satisfactory test certificate of materials used in the works which shall be issued from
the principal manufacturer or dealer.
10.
The Authority is not responsible for arranging any material whatsoever and the
contractor will have to complete the work specified time with specified material, Non,
availability of material delay in arrival of the consignment shall not be entertained as an
excuse for extension of time for completion of work.
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11.
Tender will remain open for acceptance upto be three months tenders will have
no right to revise tender within this period. However the department may
negotiate in this context.
12.
General maintenance period will be one year form the date of bill approved by
vice chairman M.D.A. The security of the contractor deposited deducted from
the bill will be admissible for refund after the above mentioned maintenance
period during this period the contractor will remove all defects and lapses in
execution, if any pointed cut by U.P.P.C.L from time to time.
13.
The contractor will submit a drawing of the electrification work executed the
drawings paper approved by the Engineer-in-charge before payment of the final
bill and alongwith no claim certificate statement of accessories used without any
additional cost in four sets the cost included in the estimated cost on the
tendered work.
14.
Mode of quoting the rates:
The tenders shall quote their rates on OVER ALL BASIS .AS ....% above/below
in financial bid..
15.
The contractor will take care that while construction of lines and substation the
Indian Electricity rules are followed in respect of clearance safety sag etc. the
sag should be as per I.S.S. and to the satisfaction of Engineer-in-charge.
16.
Mode of measurement of over had conductor and earth wire will be by weight
and will be calculated by measuring the distances from centre to centre of the
pole and computing the weight of the conductor of the that size and length by
using standard table plus 3% extra shall be allowed for wastage sag. Jointing
binding jumpering etc.
17.
Completion report.
After completion, test result on the prescribed performa a Appendix 4 U.P.P.W.D.
schedule clauses 107, 314, 414) and route layout position of Poles duly marked
on the Housing scheme building site plan, shall be submitted by the contractor.
The portion of the building etc. damaged during the erection of installation shall
be repaired property to original finish and colour of the building etc by contractor
on his cost.
18.
The successful tender will have to sign an Indemnity Bond on a Rs. 100/- non
Judicial Stamp paper duly attested by the Notary.
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19.
Before tending the rates contractor should carefully study the Electrical
construction manual of U.P.P.C.L. all the items used where the drawing are not
available final decision of engineer-in-charge of the work will have to be accepted
by the contractor
20.
The successful tender/contract will be fully responsible for any damage of his
men or any damage or 3rd party of their property or MDA property caused by him
during the work.
21.
In case of any dispute arising in execution of the agreement the matter will be
reffered to MDA for decision which will be final and binding on the contractor. 4
22.
The contractor will also be responsible to obtain necessary approval of the work
executed by him from the chief Electrical inspector to the U.P. Government and
also to get line energized from the U.P.P.C.L Necessary fees or charges as
required will be paid by the MDA on production original receipts.
23.
The contractor shall not without the consent in writing of the executive engineer
sublet his contract other than the raw materials.
24.
The contractor shall at all items provide sufficient notice and caution board, lights
and watchmen to protect and warn the public and guard the work.
25.
The contractor will have to complete all the work within the time allowed but due
to any Unavoidable circumstances if the contractor requires the extension of
time, be will apply to the executive Engineer/Asstt. Engineer on inland letter
through registered post giving the full details of rca on for granting of extension of
time.
26.
25% payment of the work done will be temporarily deducted and will be released
after successfully completing the work and handing it over to U.P.P.C.L. / Nagar
Nigam.
27.
The final payment of the work shall be given to the contractor after successfully
testing and handing over the work to U.P.P.C.L./ Nagar Nigam as required by
E/I/C.
28.
If the complete work or any portion there of be found to be defective or it fails to
fulfill the requirements of the contract the contractor shall forthwith made the
defects goof for contract.
29.
The contractor will also maintain first aid box etc at the site of works and follow
rules aplicable to control from time to time.
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30.
The successful tenderer will also be fully responsible to obtain the approval of
drawing design of the work from the U.P.P.C.L. before starting the work.
31.
The contractor will have to get the material to be used at site inspected by the
Department before starting the work.
32.
Any additional information regarding the work will be available at the office of
Engineer – In- Charge (Electrical) on any working day.Contractor will produce
gate pass/Inspection report of material used to the department before claiming
the bill.
33.
Successful tenderer will have to ensure the inspection and testing of material by
PVVNL prior to starting the work and also handing over of work to PVVNL /
Nagar Nigam Meerut.
34.
The maintenance period (complete with material) of the work completed will be
one years from the date of handing over the work to PVVNL / Nagar Nigam
Meerut.
35.
Firm will be responsible to obtain required permission from Sahyak Nideshek
viduyt suraksha meerut before energising the work the work done.
36.
Successful tendered will have to bear the expenses incurred in the testing of the
material at manufacturing unit by the engineer in charge or person nominated by
him.
EXCUTIVE ENGINEER
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SPECIAL CHECKS/ SPECIFICATIONS of works DURING EXECUTION
for Various activities of construction
1. EARTH WORK IN EMBANKMENT
(i) Compact the original ground.
(ii) Clods or hard lumps should be broken down to 15 cm. when placed in body of embankment
and 6cm. when place in sub-grade portion.
(iii) During compaction have a particulars check on :
(A) Soil should be spread in uniform layers not exceeding 250mm loose compacted to
200mm.
(B) Moisture content at the time of compaction should be + 1 to 2% of OMC.
(iv) Density of each layer not be checked before permitting subsequent layers.
(v) Soil test to be conducted to check PI value, which should be less than 6%
2. PREPARATION OF SUB-GRADE :
Look into the following points while preparation the base prior to laying of sub grade.
(i) The surface should be finished to the specified grade, level and camber (2.5%) and checked
by used of template, and straight edge.
(ii) The sub-grade should be such so as to give at least 95% /97% (as stipulated in specification)
of MD density and should not be in saturated condition at the time of laying of sub grade
coarse (90-45mm aggregate)
3. WATER BOUND MACADAM (WBM) :
Special attention on following points construction :
(i) Arrangement for lateral points confinement of arrangement must be provided. This
conveniently be done by raising the shoulders in stage equal in thickness each layers of
WBM.
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(ii) Do not allow spreading of coarse aggregate to a length more than that could be compacted
during the next 3 days.l
(iii) Dry roll the aggregate thoroughly correct the high/low spots. Complete rolling indicated by a
loose stone piece getting crushed under the roller with out sinking.
(iv) Rolling should start from low edges and progress gradually towards higher points. Each
roller pass should overlap half the width of the earlier pass.
(v) After rolling aggregate (ballast) apply screening (filler matter) in thin layers in operations at
slow rate. The binding material should be dry and the objective should be to drive in as
much binder as possible to fill up all the voids of the aggregate. Dry roll should be continued
as the screenings are applied.
(vi) Sprinkle the surface with water, sweep and roll. Avoid too much water that can soften the
sub grade.
(vii) Continue rolling till full compaction is achieved.
(viii) P.L. of filler material should be up to 6%
QUALITY CONTROL FOR ROAD WORKS
1.
2.
TOLERANCES IN SURFACE LEVEL :
(i)
Sub-grade
-
+20mm-25mm
(ii)
Sub base (Flexible)
-
+10mm-20mm
(iii)
Base coarse (flexible)
-
(A)
Bituminous coarse
-
+6mm – 6mm
(iv)
Other than bituminous
(A)
Machine laid
-
10mm + 15mm
(B)
Manually
-
+15mm – 10mm
TEST ON EARTH WORK FOR EMBANKEMENT:
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(1) Compaction control shall be exercises for the body of embankments on each layer of earth
by taking at least one test of density per 1000 cam moisture content prior compaction one
test per 250 cum of soil.
(i)
Water bound macadam
(ii) Aggregate impact value
:
:
One test per 200cm of aggregate
(iii)
Grading
:
One test per 100 cum.
(iv)
Flakiness Index
:
One list per 200 cum
CONTROL TESTS FOR BITUMINOUS WORK
(1) Tack coat
As directed by Engineer-in-charge
(2) Quality of binder
Both at plant an at the time of application tack coat.
(3) Rate of spread of binder to be adjusted as per the yards sticks, at regular internal (one
hour)
3.
BITUMINOUS MACADAM :
(i) Aggregate impact value One test per 50 M3 of aggregate (max.30%)
(ii) Flakiness index elongation index of aggregate – One test 50 cum of aggregate (max 30%)
(iii) Grading of aggregates- Two tests per day plant both on the individual constituents and
mixed aggregate from the dryer. (As per job mix formula).
(iv) Water absorption of aggregate-initially one set of 3 representative specimens for each
source of supply (max 2%)
(v) Binder content- Periodic subjects minimum of two tests per day per plant. (As per job mix).
(vi)Control of temperature of binder at regular close intervals says one hour and aggregate for
mixing and of temp. Of binder at time of mixing shall the mix at the time of laying and be
between 150c to 163c provided that rolling the difference in temperature between binder
and aggregate at no time exceeds 14c the discharge temperature of mix shall between 130c
to 160c rolling operations shall be completed in every respect before the te4mperature of
mix falls below 100c,
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(vii) Rate of spread of mixed material regular control through checks of layer thickness.
4. ASPHALTIC CONTRETE:
(i) Aggregate impact value- One test per 50 cum of aggregate (max 30%)
(ii) Flakiness index and elongation index of aggregate – One test per 50cum of aggregate (max
30%)
(iii) Stripping value initially – One set of 3 representative specimens for each source of supply.
Subsequently when warranted by charges in the quality of aggregate.
(Minimum retained coating 95%)
(iv) Water absorption – Do (max. 2%)
(v) Mix grading – One set of test on individual constituents and mixed aggregate from the dryer
for each 400 tones of mix subjects to a minimum of two tests per plant per day – (As per job
mix design)
(vi) Stability of mix for each 400 tones of mix produced a set of 3 marshal specimens to be
prepared and tested for stability flow value density and void content subject to a (Marshal
stability not less than 820 Kg.)
(viii)Control of one test of each 400 tones of mix subject and gradation of mix. To a minimum of
two tests per day plant. Temperature controls same as that for BM.
(viii)Rate of spread of mixed material.
(Regular control and through checks on the weight of mixed material and layer thickens).
(ix)
Density of compacted layer- One test per 250 sqm.
SPECIFICATION
The Work shall be carried out strictly in accordance with.
(A) The latest MORTH / UPPWD/UPJAL NIGAM/CPWD specifications for works.
(B) Relevant ISI/ IRC standards for work not-covered’ under Clause (a)
(C) Material bearing ISI mark shall be used in works.
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(D) Non ISI material may be use only after the approval of the Engineer-in-Charge, in case ISI
marked material is not available – or other wise specified in the nomenelatire the item given
in BOQ of the Tender document.
(E) Earth work in roads, WBM, BM/ SDC or MSS as per specification of MORTH
(Third revision – April 1955)/P.W.D.
CONTRACTOR
EXECUTIVE ENGINEER
26
[Type text]
[Type text]
[Type text]
flfoy fuekZ.k@fodkl dk;Z gsrq Vw&fcM i)fr ij
¼vkj0,Q0D;w0½ gsrq 'krsZ
1
fufonknkrk dks :0 300@& yk[k ls vf/kd vkx.ku ykxr ds dk;ksZa
gsrq esjB fodkl izkf/kdj.k esa iathd`r gksuk vko';d ugha gSA
vuqHkoh QesZ fufonk dz; dj ldrh gSaA :0 300@&yk[k ls de
ykxr ds dk;ksZa gsrq fufonknkrk dks esjB fodkl izkf/kdj.k esa
okafNr Js.kh esa iathd`r gksuk vfuok;Z gSA
2
izFke pj.k esa fufonknkrk }kjk fufonk 'kqYd ds lkFk dk;Z dh
fufonk gsrq fu/kkZfjr vko';d vgZrkvksa dh Loizekf.kr izfr;kW
lhycUn fyQkQs esa Mkydj dsoy rduhdh fcM ¼vkj0,Q0D;w0½
nh tk;sxhA rduhdh fcM ds lkFk fufonk 'kqYd dh jlhn@Mªk¶V
layXu u gksus o /kjksgj jkf’k dk Mªk¶V fu/kkZfjr fnukad rd tek u
djus dh n'kk esa ,sls fufonknkrkvksa dks vkxkeh rhu ekg rd
fufonk izfdz;k esa izfrHkkx ugha ysus gsrq fMckj dj fn;k
tk;sxkA
3
fyQkQs ds Åij dk;Z dk uke ,oa rduhdh fcM ¼vkj0,Q0D;w0½
vafdr djus ds mijkUr gh dsoy rduhdh fcM ¼vkj0,Q0D;w0½
dk fyQkQk fufonk ckDl esa Mkyuk gksxkA fyQkQs ds Åij dk;Z
dk uke ,oa rduhdh fcM ¼vkj0,Q0D;w0½ vafdr u gksus dh n'kk
esa ml fyQkQs dks ugha [kksyk tk;sxk ,oa bl lEcU/k esa
dksbZ Dyse ekU; ugha gksxkA
4
izkf/kdj.k }kjk loZizFke dsoy rduhdh fcM ¼vkj0,Q0D;w0½
[kksydj fuEu vgZrkvksa ds lkis{k ewY;kadu fd;k tk;sxkA
ewY;kadu gsrq vgZrk ds vuqlkj fu/kkZfjr vadksa dk fooj.k
muds lEeq[k fn;k x;k gSA vgZrk;sa fuEu izdkj gS%&
4-1¼v½fufonknkrk }kjk foxr 3 o"kksZa esa U;wure ,d vuqcU/k ds
vUrxZr vkefU=r fufonk dh leku izd`fr dk ljdkjh o v/kZljdkjh
27
[Type text]
[Type text]
[Type text]
foHkkx esa dk;Z lUrks"ktud :i ls iw.kZ fd;k x;k gks ftldh U;wure
ykxr vkefU=r fufonk dh vkx.ku ykxr ds 80 izfr’kr ds cjkcj ;k
vf/kd gksA dk;ksZ dk fooj.k izk:i&, ij vko';d vfHkys[kksa lfgr
layXu djuk gksxk&
15 vad
4-1¼c½ fufonknkrk }kjk foxr 3 o"kksZa esa ,d vuqcU/k ds vUrxZr
vkefU=r fufonk dh leku izd`fr ds ljdkjh o v/kZljdkjh foHkkx esa
dk;Z lUrks"ktud :i ls iw.kZ fd;s x;s gksa] ftudh U;wure ykxr
vkefU=r fufonk dh vkx.ku ykxr ds 80 izfr’kr ds cjkcj ;k vf/kd
gksA ¼vf/kdre 2 vuqcU/kksa rd 5 vad izfr vuqcU/k½
10 vad
4-1¼l½ fufonknkrk dks orZeku le; esa py jgs leku izd`fr ds ljdkjh
o v/kZljdkjh foHkkx esa izxfr esa py jgs dk;ksZ ds
dfeUVesUVl~ dk fooj.k lk{; lfgr layXu djuk gksxkA orZeku le;
esa vkefU=r fufonk dh vkx.ku ykxr ds 80 izfr’kr ykxr dk dk;Z
izxfr esa gksus ij A
10 vad
4-1¼n½ fufonknkrk dks orZeku le; esa py jgs leku izd`fr ds ljdkjh
o v/kZljdkjh foHkkx esa U;wure vkefU=r fufonk dh vkx.ku ykxr
ds 80 izfr’kr ykxr ds ,d ls vf/kd vuqcU/k ds dk;Z izxfr esa gksus
ij ¼vf/kdre 2 vuqcU/kks rd 5 vad izfr vuqcU/k½
10 vad
4-2¼v½ fufonknkrk }kjk foxr 3 o"kksZa esa fdlh ,d o"kZ dk VuZ
vksoj vkefU=r fufonk dh vkx.ku ykxr ds rhu xquk ;k vf/kd
gksus ijA fufonknkrk dks foxr 3 o"kksZ ds VuZ vksoj
¼pkVsZM ,dkmUVsUV ls izekf.kr cSysUl 'khV½ dk fooj.k
layXu djuk gksxkA
20
vad
28
[Type text]
[Type text]
[Type text]
4-2¼c½ fufonknkrk }kjk vo'ks"k 2 o"kksZa esa ¼4-2v ds vfrfjDr½
fdlh o"kZ dk VuZ vksoj vkefU=r fufonk dh vkx.ku ykxr ds rhu
xquk ;k vf/kd gksus ij ¼5 vad izfro"kZ½
10 vad
5-1¼v½ fufonknkrk dks U;wure fufonk ykxr dk 10 izfr'kr /kujkf'k dk
jk"Vªh;d`r cSad }kjk tkjh Liquid Assets dk izek.k&Ik= ¼N% ekg
ls vf/kd iqjkuk u gks½ izk:i ch ij layXu djuk gksxkA
15 vad
5-1¼c½ fufonknkrk ds Liquid Assets fufonk ykxr dh 25 izfr'kr ls
vf/kd 50 izfr'kr rd vfrfjDr vad ¼izR;sd 12-5 izfr'kr ij 5 vad½
10 vad
6-
fufonRr njsa vfHk;U=.k foHkkx }kjk fu/kkZfjr njksa ls U;wu
gksus dh n'kk esa lQy
fufonknkrk dks Li"V djuk gksxk fd
og dk;Z dks xq.koRrkiwoZd fdl izdkj lUrks"ktud :i ls iw.kZ
djsxkA blds fy, fufonknkrk ls vfrfjDr ijQksjesUl xkjUVh dh
,QMhvkj@,u,llh i= tkjh gksus dh fnukad ls ,d lIrkg ds vUnj tek
djuh vfuok;Z gksxhA mDr vof/k esa fu/kkZfjr ijQksjesUl
xkjUVh tek u djus dh n'kk esa /kjksgj jkf’k tCr dj yh tk;sxhA
7- fufonknkrk dks oS/krk vof/k ds vUrxZr ftykf/kdkjh }kjk tkjh pfj=
,oa dk;Z dh Js.kh ds vuqlkj okafNr gSfl;r izek.k i= dh uksVjh
}kjk lR;kfir izfr rduhdh fcM ds lkFk layXu djuh vfuok;Z gksxhA
8- fufonknkrk dks fufonk lwpuk esa vafdr /kjksgj /kujkf'k dh
,Q0Mh0vkj0@jk"Vªh; cpr i= vf/k'kklh vfHk;Urk] esjB fodkl
izkf/kdj.k ds i{k esa cU/kd dj fufonk vkea=.k dh fnukad ls nks
fnu iwoZ rd lEcfU/kr vf/k’kklh vfHk;Urk dk;kzy; esa tek djuh
vfuok;Z gksxhAftl Bsdsnkj }kjk /kjksgj jkf’k mijksDrkuqlkj
fu/kkZfjr fnukad rd tek ugh dh tk;sxh mldh fufonk ij fopkj ugh
fd;k tk;sxkA
29
[Type text]
[Type text]
[Type text]
9- fufonknkrk QeZ ds ikl dk;Zjr LVkQ ¼izk:i lh ij½ rFkk miyC/k
e'khujh ,oa **Vh & ih** dk fooj.k izk:i Mh ij layXu dj mDr vk'k;
dk 'kiFk i= Hkh rduhdh fcM ¼vkj0,Q0D;w0½ds lkFk izLrqr
djuk gksxkA
10- fufonknkrk dks rduhdh fcM¼vkj0,Q0D;w0½ ds lkFk bl vk'k;
dk ,d 'kiFki= layXu djuk gksxk] ftlls ;g iqf"V gks fd mls iwoZ
esa
dksbZ
dk;Z
le;
ls
iw.kZ
u
djus
vFkok
fof'kf"V;ksa@xq.koRrk ds lEcU/k esa nf.Mr@lpsr ugh fd;k x;k
gSA
11- fufonknkrk dks bl vk'k; ls 'kiFk i= rduhdh fcM¼vkj0,Q0D;w0½
ds lkFk layXu djuk gksxk fd fufonknkrk dh QeZ@dEiuh vFkok
mldk izR;sd lk>snkj@ funs'kd lEiw.kZ Hkkjr esa dgh ls Hkh
ltk;k¶rk@fnokfy;k@cdk;snkj vFkok CySd fyLVsM ugh gS A
12- fufonknkrk dks bl vk'k; ls 'kiFk i= rduhdh fcM
¼vkj0,Q0D;w0½ds lkFk layXu djuk gksxk fd fufonk ds lkFk
layXu leLr izi= tSls cSysUl 'khV] dk;Z iw.kZrk izek.k i= o VuZ
vksoj] vkfn lR; o lgh gSaA
13- fufonk izi= esa =qfViw.kZ lwpuk nsus vFkok xyr 'kiFk i= izLrqr
djus ij izkf/kdj.k }kjk mldh /kjksgj jkf'k o vU; c/kad /kujkf'k tCr dj
yh tk;sxh A
14- f}rh; pj.k esa ftu fufonknkrkvksa dks rduhdh fcM ds ewY;kadu
esa 60 izfr'kr ls vf/kd vad izkIr gksaxs] dsoy mUgha
Bsdsnkjksa ls foRrh; fcM ¼vkj0,Q0ih0½ vkefU=r djus dh
lwpuk i`Fkd ls nh tk;sxhA fyQkQs ds Åij dk;Z dk uke ,oa foRrh;
fcM ¼vkj0,Q0ih0½ vafdr djus ds mijkUr gh foRrh; fcM
¼vkj0,Q0ih0½ dk fyQkQk fu/kkZfjr fnukad dks fufonk ckDl
esa Mkyuk gksxkA fyQkQs ds Åij dk;Z dk uke ,oa foRrh; fcM
30
[Type text]
[Type text]
[Type text]
¼vkj0,Q0ih0½ vafdr u gksus dh n'kk esa ml fyQkQs dks ugha
[kksyk tk;sxk ,oa bl lEcU/k esa dksbZ Dyse ekU; ugha gksxkA
15- rduhdh fcM¼vkj0,Q0D;w0½ esa lQy Bsdsnkjks ds p;u ds
mijkar lQy Bsdsnkjks dks foRrh; fcM ¼vkj0,Q0ih0½
[kksyus dh frfFk o le; gsrq vyx ls lwfpr fd;k tk;sxk ,ao lQy
Bsdsnkjks dh lwph izkf/kdj.k dh osclkbV ij miyC/k gksxhaA
vfuok;Z 'krsZ%&
16- orZeku esa py jgs leLr dk;ksZ dh orZeku izxfr izk:Ik bZ ij vafdr
djuh vfuok;Z gksxh aA mDr lwpuk vafdr u gksus dh n’kk esa
fufonk ij fopkj ugh fd;k tk;sxkA
17- fo|qr lEcU/kh dk;ksZ gsrq fufonknkrk dks layXu vuqHko izek.k
i=ksa ds lkFk lEcfU/kr dk;ksZ ds dk;Z iw.kZrk i=] uxj fuxe
ih0oh0oh0,u0,y0 dks gLrkUrj.k lEcU/kh izek.k i= lR;kfir dj
layXu djuk vfuok;Z gksxkA vU;Fkk fufonk ij fopkj ugh fd;k
tk;sxkA
18- gkWVfeDl IykUV ls lEcfU/kr dk;Z gsrq fufonknkrk ds ikl
gkWVfeDl IykUV ds LokfeRo ds lkFk&lkFk IykUV dks dk;Z
LFky ls 50 fd0eh0 dh ifjf/k ds vUnj LFkkfir gksuk vfuok;Z
gksxkA fdjk;s@yht ij fy;s x;s IykUV ds vk/kkj ij nh x;h fufonk ij
fopkj ugh fd;k tk;sxkA
19- fdlh fcM dks fcuk dkj.k crk;sa Lohd`r djus vFkok fujLr djus dk
vf/kdkj mik/;{k] esjB fodkl izkf/kdj.k dks gksxkA
vf/k'kklh vfHk;Urk
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`APPENDIX ‘A’
The following Works awarded to M/s ……………………………………………….. have been
executed satisfactory.
S.No.
Name of work
Total
value of work
done Rs.
in lacs
Date of
start
Stipulated
date of
completion
Actual
Date
Completion
Whether
Compensation
Levied for
delay
1
2
3
4
5
The performance of the firm has been found to be good and they are considered capable of
executing the works of magnitude up to Rs ………………………………… lacs
The financial position of the firm appears to be sound and they are capable of executing works in
accordance with the specifications and with specified time schedule.
The dealings of the firm have been observed to be cordial reasonable and they are not litigious.
Dated SIGNATURE of
Officer-in-Charge of the work
Name of Officer
Official Seal
If any tenderer submits the experience certificate of on going work, then amount of work
done against the agreement is to be mentioned clearly in the certificate.
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APPENDIX ‘B’
The is to certify that dealings of M/s ………………………………….. who have beeb dealing
with us for last
information
………………………………………… years are satisfactory. On the basis off
available
with
us
we
assess
their
Liquid
Assets
not
less
than
Rs.
…………………………. Lacs.
SIGNATURE OF MANAGER OF THE BANK
Seal of the Bank
Date
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APPENDIX ‘C’
I/We ………………………………………. S/o ……………………....... Partners/ Authorised person
M/s ………………………………………… applicant of …………….
………………………………….. for prequalification here by declare that following person is in my /
our regular employment on the post and from the dates mentioned against them.
S.No.
Name and Address
Technical
Qualification
Post held
regular
Date of
Employment
Details of
Experience
1
2
3
4
5
6
7
8
9
10
I / We understand that well experienced one graduate and one Diploma Holder / Civil
Engineering as directed by E/I will have to be deployed by us on the work through out, in case we
are entrusted with execution of the work in question.
I / We further understand that in the even for non-presence of such Engineers the Meerut
Development Authority shall deduct @ Rs. 10,000 (Ten thousand) or Rs. 6,000 (Six thousand) as
the case may be, per month from our bills which will not be refundable.
I / We further understand that the decision of Engineer-in-charge of work regards to
presence and / or absence of our Engineer from the work shall be final and binding upon us.
SIGNATURE OF APPLICANT
SEAL
(NOTARY PUBLIC)
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APPENDIX ‘D’
I / We ………………………………… S/o Shri …………………………………………… Applicant of
…………………………………. or ………………………………………….. Parter (S) Authorised
person (S) of M/s …………………………………………………
Applicant for pre-qualification for the above noted work in Meerut Development Authority
here by certify that I/We possess the following machinery, tools and plants, centering and
shuttering, all in good working conditions.
Particulars of machinery
Tools, plants centering
and shuttering
No.
Estimated cost
(Rs.)
Approximate age in
Years and months
I /We undertake that above machineries and centering and shuttering material will remain in
good working condition and in useable from throughout the currency of work.
I /We further undertake, that if, there is any reduction in the equipment, below the limit
required for per-qualification, I /We will inform Engineer- in-charge, Meerut development Authority to
whom application for pre-qualification is being made, within 3 days of its occurrence and arrange to
make it up within another one week, failing which, the MDA will be free to impose any penalty that it
may deem fit, which will be final and binding upon me/us.
APPLICANT
SEAL
(NOTARY PUBLIC)
On Stamp page (minimum denomination Rs. 10.00)
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ANNEXURE -1
Tender invited by Executive Engineer ____________
Meerut development authority, Meerut ( U.P.)
Tender notice No.___________________ dated ………………
Name
of
tender/
work
…………………………………………………………………………………
………………………………………………………………………………………………………….
..
In consideration of the Meerut Development Authority having treated tenderor to be an
eligible person whose tender may be considered the tenderor hereby agrees to the
conditions that the proposals in the above invitation shall not be withdrawn within three
months from the date of opening of the tender and also to the condition that in case after
the tender as withdrawn his proposal within the stipulated period, the earnest money
deposited by him shall be forfeited by the Meerut Development Authority. I hereby agree to
the effect that if subsequent to the submission of my tender, a modification is made by me
in respect of contents of my tender which is not acceptable to the Meerut Development
Authority, it may be DEEMED as withdrawn of my proposal and consequently I am liable for
action as above.
I abide by all the rules and regulations of Meerut Development Authority, Meerut.
Date ……………………
Signed by Conctractor……………………..……...
(seal of the firm)
Important Notice : This undertaking is to be signed by the contractor on stamp paper of
Rs. 10/- only. This is to be submitted along with the tender, failing
which the tender is liable to be rejected. This undertaking shall be
attested from Public Notary.
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TENDER DOCUMENT
VOLUME : II
FINANCIAL BID
Tender No-1
Name of Work : osnO;kliqjh ;kstuk ds lsDVj&7 esa
U;w esjB LiksV~Zl dkEiysDl
fuekZ.k ,oa fodkl dk;ZA
dk
Note: The tenderer must read carefully every page of the details,
conditions of technical bid and submit in the sealed endvelop of
technical bid after signing of each page of the conditions
Year -2014-15
Executive Engineer
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FINANCIAL – BID
Tender No-1
Name of Work : osnO;kliqjh ;kstuk ds lsDVj&7 esa
U;w esjB LiksV~Zl dkEiysDl
fuekZ.k ,oa fodkl dk;ZA
dk
I/We hereby tender for the execution above mentioned work
according to the SCHEDULE - G (Bill of quantites), Specification and
terms and conditions referred to in the tender documents with in timeframe as mentioned a nd in accordance with the specification, design,
drawings and instruction in writing and with such materials as are
provided for and in all other resects in accordance with such
conditions sas for as applicable.
I/We hereby agree to the percentage mentioned (Below/Above) on
the printed rates of the Bill of Quantities for the execution of the work.
1.
2.
3.
4.
The Quantities are liable to wide variation upto 10% extent for
which no claim whatsoever shall be entertained,
All extra items shall be executed on the same rates as %
percentage tendered by the contractor section wise on the basis
of schedule of rates at the time of inviting the tenders or the
current schedule rates which ever is lesser.
All works shall be carried out as per Most C.P.W.D./U.P.P.W.D
detailed specification and amendments made therein from time to
time.
I.T./Trade Tax/ Labour cess as admissible time to time will be
recovered from the gross amount of the bills.And no claim will be
considered to contractor.
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5.
In the event of any dispute Meerut courts will have exclusive
jurisdiction and no suit shall be lie in any other court outside
Meeut District.
6.
The contractor will enclose stamp paper of Rs. 100/- and a
revenue stamp of Rs. 1/- duly signed by him with tender
document in which he will give an undertaking that he is
abide to maintain his commitment of quoted rates upto the
validity period of tender . If he ignore with his quoted rates
with in tne validity period, his earnest money will be forfitted
enclosed with the tender and no claim will be considered for
it.
7.
I/We..................................................................hereby
offer.
To
execute the above work on .................................% (in figure)
(in
words).............................................................Above/below
the rates printed on the attached bill of quantity ( B.O.Q.) of
the works.
POSTAL ADDRESS:Sign. of Contractor,
A.E. M.D.A.
Officer Opning
Offcer Recommending
Tender
Tender
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ADDITIONAL CONDITONS OF THE CONTRACT
1.
Each page of the bill of quantity. Specification and condition should be signed by the contractor.
2.
Tenderors should given their rates after careful examination of site of work. Drawings can be
seen in the office during working hours. Drawing and specification can however be modified
without entitiling the contractor to any compensation due to change made there in. Change of site
will also not entitle the contractor to any compensation.
3.
The contractor must take late consideration, all fluctuations in rates of labour and materials during
currency of the work, No claim what so ever on this account shall be entertained.
4.
The units of ration as shown in the bill of quantities should be carefully seen as refer, once give
by the contractor shall, remain unchanged and no execute on any account will be entrtained after
the tender box has been closed.
5.
RIGHT OF REJECTION :- The department reserves the right to reject any or all the tendors
without assigning and reason for doing to. It also reserves the the right to allot either a part of the
work or the whole to any tendors, should the sold tenderors refuse to sign the bond. If he is given
a portion of work, his proportionate earnest money shall be forfieted and his tender rejected.
6.
INSPECTION OF THE SITE AND CHARAOTER OF SOIL:- The contractor shall inspect and
examine the site and its surroundings and shall satisfy before submitting his tender as to the
nature of the grounds or subsoils and specially about the through and on which excavation is to
made foundations to be built not other work to be executed. In his interest he should make sure of
the position of quarries, topography of the site, availability of food stuffs, labour and materials and
other ammolleles before tendering. no claim for additional work or extra due to any of the above
reasons will be allowed as specified in general specifications.
7.
LINES AND LEVELS :- The contractor shall be solely responsible for setting out the work and for
the correctness of the possitions levels dimensions and aruments according to the plants and
shall provide all necessary assistance instrument page atnkon, pollon and other materials
required for the purpose. He will keep his own qualified staff and instruments to do the job. The
tendered rate shall be deemed to included all this.
8.
TOOLS AND PLANTS :—The contractor shall arrange of his own tools and plants required for the
proper execution and completion of the work wihtin the specified time. If any equipment is issued
departmentally, rent will be recovered from the contractor’s bill at rates and terms to be
entertained by the contractor from the Engineer in charge in writing etc.
9.
WATCH AND WARD:—The contractor shall in connection with the the work provide and maintain
at his own cost all guard, fencing and watch and ward required for proper execution and safety of
materials etc.
10.
MEASUREMENTS:—The Engineer in charge shall accept otherwise stated ascertain and
determine by measurements the value in accordance with the contract of the work done. He shall
when he require any part or parts of the work to be measured, give notice to the contractor. Who
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shall forth with attend or send on authorised agent of representative with the necessary labour
and implements to assist the official mesauring the work in making such measurement and shall
furnish all particulars required. Should the contractor fall , to attend or omit to send such Agent or
representative, than the measurement made by the Engineer In charge of any official under him
of approved by him, shall be taken to be the correct measurement of the work.
11.
MATERIALS AND APPLIANCES:—All reasonable facilities will be provided by the Authority to
the contractor for procuring of controlled materials but the failure, on the part of the contractor to
get the materials in pursuance to any permit etc. Issued on behalf of the Authority, shall not serve
any ground for not carrying out his obligation under the contractor.
12.
TIME OF WORKING:—The contractor will be required to so that the usual working hourse are
adhared to No work should be done in night without the permission of the Engineer in charge
except when its absolutely necessary for the saying of life or property or for the safety of the work
in which case the contractor shall immediately seek advice of the Engineer in charge Some times
however, some work. It may be directed by Engineer in charge will have to be carried out in the
night and no extra payment shall be made to the contractor on this account.
13.
PROGRAMME AND RETURNS TO BE FURNISHED :—As soon as pencil cable but not less
than one month after the acceptance of his tender the contractor shall, if required to submit to
Engineer in charge for his approval a program showing the order of procedure and method in
which he proposed to carry out the works and shall whenever required by the Engineer in charge
for his information particulars in writing of the contractor arrangement for the carrying out of
works.
14.
DRAWING AND THEIR OWNER SHIP:—The acts of working drawing be got issued by the
contractor from the office after his tender has been accepted., Contractor shall keep one set of
drawing in the good condition ready at site and available to department Engineer staff. On
completion of the work the contractor will have to return these drawing to the office.
15.
EXTRAITION OF WORKS :—The cost of extra items of the works necessitated during the
execution of the work shall be determined as stated In MDA conditions of contract.
16.
CLAIMS :—The contractor shall submit to the executive engineer once in very month an account
giving full and detailed particulars of all claims for any additional expenses to which the contractor
may consider him self entitled and of the extra and additional works order and executed during
the proceeding month. No Claim for payment for any scuh work shall be considered which has
not been included in such particulars.
17.
DEFAULT OF CONTRACTORS COMPLIANCE:—Defence of the instructions of the Executive
Engineer in charge on the part of the contractor will make the contractor liable to be terminated.
18.
Will full in subordination or disobedience to the orders of the Engineering staff whether alone or in
combination with another shall be considered to be an act of misbehaviour and penalty for this as
decided and improved by the Executive. Engineer shall be final and binding on the contractor.
19.
CLEARANCE OF SITE ON COMPLETION:—The contractor shall at all times keep the premises
free from accumulated was to materials or rubbish caused by his employees on the works and on
completion of the work he shall clear away and removes from site all construction wastes, surplus
materials, rubbish and temporary works of any kind and fill up borrow pits dug by him. He will
leave while of the site and work clean and in a workman like conditions to the entire satisfaction
of the Engineer in charge as provided in M.D.A. condition of contract. Nothing extra shall be paid
to the contractor for this clearing.
20.
FOSSHS ETC:—All found, coins articles of value of antiquity and other remains of things of
geological or archeological interest discovered on the site
of the work shall be given the
Authority by the contractor and shall be decency absolute property of the Authority.
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21.
SUSPENSION WORK:—The contractor shall on the written order of the Executive Engineer,
suspend the progress of the works of any part here of for such time and in such manner as may
be considered necessary and shall during such suspension property protect and accrue the work
so far as is necessary in the opinion of the Executive Engineer. Nothing extra shall be paid to the
contractor. If such a suspension is necessary for the proper execution of the work by reasons of
the weather or by some default on the part.
22.
SUB STANDARD WONK:—concrete of strength below 80% of the required strength (as
determined actual tests) shall not be accepted concrete of strength not below 80% of required
strength may be accepted as sub standard work at suitably reduced rates provided the use of this
under strength concrete is confirmed to such members and in such quantities that the safety of
the structure is not end an greed. the acceptance, of such sub standard work will be at the
entirely discretion of Executive. Engineer and contractor shall not claim as a matter of right. The
decision of Executive. Engineer shall be final regarding reduction of rates for such sub standard
works.
23.
If required the contractor shall provide at his own expenses suitable accommodation for his
employee including adequate sanitary arrangements and water supply.
24.
The quantities shown in the bill of quantities are approximate and liable to variation to any extent
on either side and the contractor will not be entitled to any extra rates or compensation due to any
change in the quantity of the work to be done. Few items may be required to be omitted and
contractor shall, not entitled to claim and profit on this account.
25.
Joint tender will not be considered unless the film is registered one or the person signing the
tender possesses the power of attorney of each other and the
partners shall be considered as well as Individually or the tender calling which the tender is liable to be
rejected and earnest money forfelted.
26.
No more than one tender shoseuld to be submitted by one contractor or by one firm of
contractors.
27.
All tendered reates shall be considered to include all jobs as mentioned in the detalled
specifications attached.
28.
After acceptance of the tender the M.D.A conditions of contract with necessary amendments will
be attached with the bond and the same will be binding on the contractor.
29.
The work of electric fittings shall be taken in hand when he building work has sufficiently
advanced. The contractor will have to afford all facilities to other contractor in the executive of
their work so that the entire work may proceed in the execution of their work so that the entire
may proceed smoothly. No compensation on this account shall be allowed.
30.
When opening the tenders the rates shall be read out to all contractors. Who are present.
31.
The white lime required for the work shall be brought to the site in unsiacked conditions and
sinchod property and to specification on the work after approval of the Engineer in charge or his
representative.
32.
All building materials arranged by the contractor shall be subject to the approved of the Engineer
in charge and rejected materials if any, will have to be removed by the contractor with in three
days from the the site of the work otherwise a penalty of Rs. 50 per day may by imposed on him
till the materials in questions are removed.
33.
The materials to be supplied by the department as per schedule “C” appended at the rates
mentioned there in shall be supplied to the contractor in such lots and at such time as the
Engineer in charge desired. The contractor should send his requirement will on advance to the
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Engineer In charge. The materials will be supplied in time as far as possible but in case of any
materials belong not available no claim will be entertained in case of material in schedule “C” the
contractor will use only those material which have been issued by the /Department unless
directed by the Engineer in charge and approved by the executive Engineer.
34.
Other materials not covered by the schedule “C” can also be issued to the contractor at the
discretion of the Executive Engineer In charge if available at the current market rate of stock rates
which ever is higher.
35.
All materials issued to the contractor will have to bestnoked and stored properly at the site of the
work and a proper account will have to be maintained by the contractor in accordance with the
instructions of the engineer in charge etc. so that checking can be done when necessary. If any
surplus materials are left after the completion of the work it shall put to disposed or removed by
the contractor unless he receives permission in writing from the Engineer in charge.
36.
An order book will be kept at the site of the work in which instruction on may be recorded by the
Engineer in charge or his representative. The contractor or his authorized Agent will be required
to sign the order book daily in acknowledgement of the instructions. In case the contractor refuse
to do so the instructions written there in shall be binding on the contractor.
37.
VERBAL INSTRUCTIONS ISSUED BY THE OFFICERS : Any verbal instruction issued by
officers from time to time in connection with; change in design or specification which the
contractor thinks entitles him for extra payment shall be got confirmed in writing by the contractor
. Failure to do this will not account entitle him extra payment.
38.
The contractor shall be responsible to carry out the work according to the drawing attached with
the contract bond drawing of details given by Engineer I/C. Incase the contractor executes the
work of larger dimension than shown in drawing he will only be paid for as per drawings in case
work executed is of less dimensions and not covered by the tolerances allowed, It will be at the
discreation of Engineer Incharge to accept the work or to reject. In case the work to be accepted
the payment will be made as per dimensions actually executed.
39.
The contractor before commencing the work shall (a) part in a conspineous place at the hole of
work notice, going the proper of wages which have been certified by the Engineer in charge.
40.
The contractor shall be bound by the rules made by the Govt. with regard to the period for which
wages have to be paid and deduction from wages.
41.
The contractor shall be bound to give preference to ex-service man where available. The nearest
sub regional employment exchange may be consulted regarding available of such man.
42.
The tender rates shall includes all quarrying charges, royalty screening tools and plants carriage
of materials to the site stacking and removal of all rekected materials, all taxes& water
arrangement etc.
43.
Condition of M.D.A conditions of contract manual from 79/80/81/82 will also be applicable and
will form part of the contractor.
44.
No claim for extra payment on account of delay in the supply of material or machines to be issued
by the M.D.A will be entertained.
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45.
The contractor must write there correct and complete postal address in tender and arrange to
take the delivery of all letter. If any letter achieved back undelivered it will be contractor
responsibility and contractor shall be bound for such action as may be written in the content of
such letter. Any change of address must be intimated to this office for which he should obtain
acknowledgements. The contractor or his agent will not refuse to delivery of letter at the site of
work in M.D.A office.
46.
Stamps duty as required on the contract deed will be borne by the contractor.
47.
The. M.D.A. Shall have the right of accept at reduced rate sub standard and defective work
provided that the sub standard or defective work out considered to be seriously defective by the
Engineer In charge and the rates of works so accepted will be suitably reduced by the Executive
Engineer to compensate the M.D.A and such reduction will be at the entire discretion of the
Executive Engineer and shall be final and binding on the contractor.
48.
The work must comply with the relevant U.P. PWD detailed specifications and relevant latest
standards of Indian standard codes, as Specified in regarding applicability interpretation or any
dispute about specifications shall be final binding on the contractor. The tenderor shall be
deemed to cover the following where required to be done and no extra payment for these shall
be made.
49.
(a)
Cutting of existing roads and making it good after completion of work in original shape
and with specification of broken work.
(b)
Cutting and making holes to the brick work or roofs (RB or RCC) or floors or plaster and
making good the same after completion of the work to original shape and with
specification of broken work.
(c)
Making of pillars to first class brick in 1:3 cement and approved coarse send mortar for
finding water supply lines of water storage rank as desired by the Engineer in change.
(d)
Painting two coals of approved paint on all exposed faces either or H.C.I. pipe
lines.flushing classes bracket and other fittings and M.S. banks and girders etc.
50.
(e)
Load jointing in HCL Boll and vent pipes lead shall be filled up to 2 cm minimum extra
than chaulking by jute.
51.
(f)
The supervising staff can check by getting the lead joints opened upto 20% of all the
joints the same shall have to be referred by the contractor at his own cost. If any joint
found with lesser quantity of lead or cracks in lead jointing the penalty as deemed by the
Engineer Incharge shall be imposed to all joints.
52.
The contractor shall have to dispose of all surplus earth, and rubbish etc. away from the
building from the site of the work as and where directed by the Eh. In charge at the time
of the completion.
53.
All the concealed pipe shall be tested as per direction of Engineer in charge and shall be
concealed only when it is approved. The testing charges and equipment etc. for the same be
borne by the contractor. The contractor shall be responsible for the leakage till the 10% security is
released.
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54.
The tendered rate shall include all the local and other taxes,. water charges, carring etc. No claim
shall be entertained on such account the quantities are liable to vary on either side to anyextent
for which no claim shall be entertained.
55.
After laying and joining, the S.W. and HCL pipes and fittings shall be inspected and got tested
any joint found leaking shall be done and all leaking pipes removed and replaced without extra
coat.
56.
The tendered rate shall be deemed cover the charges of making connection with water tanks and
supply pipes etc. for which nothing extra shall be paid.
57.
The floor and walls etc. cut for proper completion of the work shall be repaired and finished to its
original specification.
58.
The GI pipe work including fitting shall be tested to pressure as specified in relevant IS code to
ensure that pipes have proper threads and proper materials. All leaky joints shall be made leak
proof. Smoke test shall be carried out for HCL pipe line work as provided in the specifications.
The S.W pipe shall be tested for 5 mtrs. Head of water nothing extra shall be paid for all these
testing.
59.
For the material supplied by the department proper accounts will have to be maintained. For
cement double lock system will have to be followed.
60.
Floor trap, nahani trap if any and W.C. shall be paid at the reduced rates i.e 90% of the rate till
got tested against leakage to the satisfaction of the engineer incharge.
61-
The contractor has to carry out the work of testing twice once before taking the final
measurement and secondly any time during period of a month from the date of expiry of contract
i.e malntuenance period of a month payment, for this 10% security shall be refunded only after
the satisfactory comlition of work, test maintenance period.
62-
No payment will be made to contractor for qutting charge and its repair in brick work after
completion of work for fixing percaste or cast insite, RCC shelves and no claim on this account
shall be entertained.
63-
The lambs of the doors, windows shall be finished with cement mortar 1:2:2: (1 cement, 2 coarse
sand, 2 jamuna sand ) against the 12 mm and 15 mm thick plastering items of bill of quantities
but nothin extra will be pald on this account.
64-
No clain will be made to contractor for damage to building works or materials caused by rain, any
natural clainities or any other reason what so ever durinng the execution of the work and no such
claim on this account shall be entertained.
I/We have carefully read the above conditions and agreed to abide by them.
EXCUTIVE ENGINEER,
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BILL OF QUANTITY
DEVELOPED BY : MEERUT DEVELOPMENT AUTHORITY MEERUT
BUILDING & TRAINING FACILITIES , BOQ - CIVIL WORKS
Sl.
No.
Schedule
Item No.
Description of Work
Unit
Qty.
Rate in
Rs.
Cum
2091.64
63.00
Cum
348.61
68.00
Cum
697.21
7.00
Cum
876.00
159.65
Cum
91.93
350.00
SCH P.W.D (2013-14)
A
1
251*
(4.1.1)
2
252*
(4.13)
EARTH WORKS
Excavation in foundations in Ordinary Soil (Loam Clay or sand)
including lift upto 1.5m. (5 fts.) and lead upto 30 m. (100 fts.)
& including filling, watering and ramming of excavated Earth
into the trenches or into the Space between the building and
sides of foundation trenches or into the space between the
building and the sides of foundation trenches or into the
plinth and removal and disposal of surplus earth as directed
by the engineer-incharges upto a distance of 30m. (100fts.)
from the foundation trenches.
Same as in item No. 251 above but excavation in soil mixed
with Moorum,, shingle kanker etc, requiring the use of special
T&P such as pickaxes : sabbals etc.
3
254*
(4.3)
Add to item 251 for every additional 30m. (100 fts.) lead or
part of 30m. (100 fts.) or for every additional 1.5 m. (5fts.) lift
or part of 1.5m. (5fts.).
4
5
231*(a)
255*
(4.4)
Cartage of Ballast, Kankar, coal,Grit or Sand etc., including
loading and unloading but excluding stacking on pucca roads.
5th km.
Sand filling in plinth including Supply of necessary quantity of
sand from a distance not exceeding 8 km. (5 miles) from the
site of work and including watering, ramming,dressing etc.
rate to include cost of all materials, labour and T & P etc.
required for proper completion of the work.
46
[Type text]
6
[Type text]
259*
Clearing jungle including uprooting of rank vegetation, grass,
brush wood, trees and saplings of girth upto 30 cm measured
at a height of 1 m above ground level and removal of rubbish
upto a distance of 50 m outside the periphery of the area
cleared.
[Type text]
Sqm.
2257.95
2.70
Cum
171.90
4050.00
Cum
15.39
5450.00
Cum
13.86
6300.00
TOTAL (Carried Over to Summary of Civil Works )
B
1
2
281*
282*
CONCRETE WORKS
Providing & Laying Cement concrete 1:4:8 (1 cement :4 coarse
sand : 8 graded stone ballast 40mm. Nominal size.) including
supply of all materials, labour and T & P etc. required for
proper completion of the work and curing complete, also
including cost of formwork in foundation and floors.
REINFORCED CEMENT CONCRETE WORK
Cost cement concrete door sills, chaukhats boundary post,
shelves and similar small work with cement, approved coarse
sand and 2 cm. (3/4") gauge approved stone ballast in the
proportion of 1:2:4, excluding supply of reinforcement and its
binding but including its fixing and binding the same with 24
B.W.G.I binding wire and including the cost of binding wire,
moulds and all other materials, labour and T & P etc. required
for proper completion of work.
R.C.C work with cement approved coarse sand and 2 cm.
(3/4") gauge approved stone grit in the proportion of 1:1.5:3
in lintels of doors and windows excluding supply of
reinforcement and its binding but including its fixing and
binding the same with 24 B.W.G.I binding wire and including
necessary centering and shuttering etc. and also including
supply of all materials ,labour and T & P etc. required for
proper completion of work. Binding wire of supplied by the
contractor free of cost.
3
283*
a)
284*
As in item no.283 but RCC for Slabs.
Cum
797.97
6700.00
b)
285*
As in item no.283 but R.C.C in lighter beam i.e having spans
up to 6m.
Cum
135.63
6900.00
47
[Type text]
[Type text]
[Type text]
c)
286*
As in item no.283 but R.C.C in heavier beam i.e having spans
up to 6m.
Cum
768.58
6900.00
d)
287*
Cum
697.18
5500.00
e)
288*
As in item no.283 but RCC in Raft foundation and footing with
4cm gauge stone ballast.
As in item no.283 above but in RCC T-beam, slab, roof and
column.
Cum
582.22
6850.00
Cum
825.68
4200.00
Cum
825.68
180.00
TOTAL (Carried Over to Summary of Civil Works)
C
BRICK WORK
First Class - 150 brick work in 1:6 cement and fine sand of 1.25
fineness modulus mortar in foundation and plinth including
supply of all materials, labour and tools and plants
etc.required for proper completion of the work.
1
303*
i
305*(b)
(6.1.3)
As in item (303) above, but in 1:4 cement and Coarse sand
mortar.
2
309*
(6.19)
(6.1.6)
As in item (303) to (307) above but in super structure above
including necessary cutting and moulding of brick work as
required and also including honey combed brick in thickness
of wall not to be less than 1. 1/2 brick thick. Add For Extra
labour to above items.
i
310*
As in item (309) above, but for wall of one brick thick add for
extra labour.
Cum
767.77
150.0
ii
310*(a)
As in item (309) above, but for wall of half brick (4. 1/2")
thick. Add for extra labour over item no. 310
Cum
57.91
185.0
Qtl.
5.00
6000.00
TOTAL (Carried Over to Summary of Civil Works)
MILD STEEL AND IRON WORK
D
1
502*
(10.21)
Mild steel or iron work of small sizes and section such as
holding down bolts, hold fasts. tie. rods, grating etc. (when
not including in an over all rates) wrought to required form
including supply of steel, bolts, nuts and wastage etc. and
their fixing required for proper completion of the work.
48
[Type text]
2
3
503*
(10.22)
504*
(10.3.1)
[Type text]
Mild Steel & Iron Work in heavy sizes such as trusses, builts
up gates, door frames, record racks, roof work,gates etc,
wrought to required form including drilling holes, rivetting or
welding where necessary and also including supply of steel,
bolts, nuts etc. & their fixing required for proper comletion of
the work.
Mild Steel (tor steel or plain) in plain work such as R.C.C or R.B
Work including bending for proper shape and including supply
of steel & its wastage, bend, hooks, and authorised
overlapping shall be measured and including cost of binding
wire.
[Type text]
Qtl.
180.02
6200.00
Qtl.
4036.60
5900.00
Sqm.
1785.01
280.00
TOTAL (Carried Over to Summary of Civil Works)
E
FLOORING & DADO WORK
1
601*
(14.6.1)
2.5cm (1") thick 1:2:4 plain cement concrete floor with
cement ,approved coarse sand and 2 cm.(1") graded
approved stone grit ,laid in panels finished with 3mm. (1/8")
floating coat of neat cement of cement and marble dust in
ratio 5:1 as specified over and including 8 cm (3") thick base
concrete consisting of cement, fine sand of 1.25 fineness
modules and brick ballast 4cm. (1/1/2") gauge in the
propoation of 1:4:8 and removing any overlapping mortar at
the joints of the panels if any and giving them a uniform
finish, including supply of all materials, labour, tools & plants
etc. required for proper completion of the work.
i
605*
(14.5)
14.26
New
Item 1
As in item (601) above but floor shall be 4 cm (1.5") thick
instead of 2.5 (1") thick and without base concrete.
Supply & fixing of Kota stone in flooring 20mm thick and joint
filled with 1:2 cement and coarse sand with approved
colouring materials to be given an even shade with 12mm
base coat (bedding ) of 1:2 cement & coarse sand mortar and
polished by hand or machine and finally finished with french
manson polish or other approved polish including supply of all
materials, labour, Tools & plants etc. required for proper
completion of the work.
49
[Type text]
[Type text]
New
Item 2
As in item no New item (1) above but 25 mm thick
[Type text]
sqm
101.50
900.00
TOTAL (Carried Over to Summary of Civil Works)
F
FINISHING WORK
1
582*
12 mm thick Plaster with cement mortar and fine sand 1.25
fineness modules in 1:3 over brick work minimum thickness
not to be less than 1 cm. including supply of all materials,
labour, tools & plants etc. required for proper completion of
the work.
Sqm
802.87
130.00
2
586*
12 mm thick Plaster with cement mortar and fine sand 1.25
fineness modules in 1:6 over brick work minimum thickness
not to be less than 1 cm. including supply of all materials,
labour, tools & plants etc. required for proper completion of
the work.
Sqm
8793.07
105.00
3
587*
Add for extra labour to all items of plaster if done in ceiling.
Sqm
802.87
12.00
4
596*
Add for extra labour and materials for plater over rough face
of one brick wall.
Sqm
3465.00
12.00
599*
Providing and mixing approved water proofing materials in
cement mortar for plastering or in concrete work in the
proportion recommended by the manufacturers.
Per
Ltr.
751.12
90.00
600*
Making drip coarse in sun shades or facia with 1:3 cement and
fine sand mortar as per direction of engineer-in-charge
including supply of all materials, labour, tools & plants etc.
required for proper completion of the work.
Per
R.M
341.04
20.00
5
6
50
[Type text]
[Type text]
649+650
7
i
660*
661*
Distempering (first coat) with oil bound distemper of
approved brand and manufacture and of required shade of
undecorated wall surface to give an even shade over and
including a priming coat with cement primer of approved
brand and manufacture such as Berger,J&N, Shalimar, Asian
Paint after throughly brushing the surface free from mortar
dropping and other foreign matters and also including the
surface even with plaster of Paris or approved synthetic
materials and sand papered smooth including supply of all
materials, labour, Tools & plants etc. required for proper
competion of the work.As in item (649) above but for every
coat after the first coat.
Finishing wall with waterproof cement Paint of apporved
make and quality on new work with two coats to give an even
shade, including supply of all materials,labour and T & P etc.
required for proper completion of the work.
Same as in item no. 660 but for each coat of water proof
cement paint after the first two coats to give an even shade.
[Type text]
Sqm
12782.54
60.00
Sqm
150.00
45.00
Sqm
150.00
18.00
per
cum
0.25
85000.00
TOTAL (Carried Over to Summary of Civil Works)
G
1
WOOD & PVC WORK
401
Teak wood wrought framed and fixed including simple
moukldings, straight work as in chaukhats including supply orf
all materials, labour, Tools & plants etc required for proper
completion of the work.
TOTAL (Carried Over to Summary of Civil Works)
H
19
MISCELLANEOUS
51
[Type text]
19.02
[Type text]
New
Item
Providing and injecting chemical for preconstruction
antitermite treatment and creating and chemical barrier
under and arround the column pits wall trenches basement
excavation top surface in plinth filling junction of wall and
floor, along the external per meter of binding expansion joints
surrounding or pipes and conduit etc. complete (plinth area
of the building at ground floor only shall be measured as per
I.S 6313 (part II 1981) Aldrine emulsifiable concentrate or any
other approved material such as heptachlor of chlordane will
be used. The rate of application of chemical emulsion shall be
as follows:- 1. Treatment for massonary and foundation 5
litres per sqm.2.Backfill in immediate contact with foundation
7.5 litres per sqm.3. Treatment of surface of plinth filling 5
litres per sqm4. Treatment of soil along external parameter of
Building
7.5 litres per sqm.5. Treatment of soil under
external parameter 5 litres per sqm.
[Type text]
sqm
2428.05
110.00
Sqm.
255.15
419.30
TOTAL (Carried Over to Summary of Civil Works)
ALL SCH P.W.D SUB- HEAD TOTAL :
DSR-2014
B
4.0
1
4.17
2
5.11
CONCRETE WORKS
Making plinth protection 50mm thick of cement concrete
1:3:6 (1 cement :3 coarse sand : 6graded stone aggregate
20mm nominal size) over 75mm bed by dry brick ballast
40mm nominal size well rammed and consolidated and
grouted with fine sand including finishing the top smooth
Extra for additional height in centering, shuttering where ever
required with adequate bracing, propping etc., including cost
of
de-shuttering
and
decentering at all levels, over a height of 3.5 m, for every
additional height of 1 metre or part thereof (Plan area to be
measured).
52
[Type text]
i
[Type text]
5.11.1
Suspended floors, roofs, landing, beams and balconies (Plan
area to be measured)
[Type text]
Sqm.
14586.20
159.05
Sqm
503.59
69.50
Sqm.
24.57
3907.40
Sqm.
13.35
7022.60
TOTAL (Carried Over to Summary of Civil Works)
C
6.0
1
6.15
BRICK WORK
Extra for providing and placing in position 2 Nos. 6mm dia.
M.S. bars at every third course of half brick masonry (with
F.P.S. bricks).
TOTAL (Carried Over to Summary of Civil Works)
D
8.0
1
8.2
i
8.2.2
8.2.2.2
2
8.11
MARBLE & GRANITE WORK
Providing and fixing 18mm thick gang saw cut ( premoulded
and prepolished) machine cut for kitchen platforms, vanity
counters, window sills , facias and similar locations of
required size of approved shade, colour and texture laid over
20mm thick base cement mortar 1:4 (1 cement : 4 coarse
sand) with joints treated with white cement, mixed with
matching pigment, epoxy touch ups, including rubbing,
curing, moulding and polishing to edge to give high gloss
finish etc. complete at all levels.
Granite of any colour and shade.
Area of slab over 0.50 Sqm.( For Counter)
Providing and fixing machine cut, mirror / eggshell polished ,
Marble stone work for wall lining (veneer work) including
dado, skirting, risers of steps etc., in required design and
pattern wherever required, stones of different finished
surface texture, on 12 mm (average) thick cement mortar 1:3
(1 cement : 3 oarse sand) laid and jointed with white cement
slurry @ 3.3 kg/sqm including pointing with white cement
slurry admixed with pigment of matching shade, including
rubbing, curing, polishing etc. all complete as per
Architectural drawings, and as directed by the Engineer-inCharge. a.18 mm thick Italian Marble stone slab,Perlato,
Rosso verona, Fire Red or Dark Emperadore etc.
53
[Type text]
[Type text]
3
8.8
i
ii
8.8.1.2
8.8.1.3
4
8.10
i
8.10.2
5
8.4
Providing and fixing expansion hold fasteners on C.C.
/R.C.C./Brick masonry surface backing including drilling
necessary holes and the cost of bolt etc complete.
Fastener with threaded dia 10 mm.
Fastener with threaded dia 12 mm.
each
each
93
40
28.35
43.80
Sqm.
15
3263.50
metre
41.00
247.40
each
33.00
386.60
Sqm.
2404.48
3148.55
Providing and fixing stone slab table rubbed, edges rounded
and polished of size 75x50 cm deep and 1.8 cm thick fixed in
urinal partitions by cutting a chase of appropriate width with
chase cutter and embedding the stone in the chase with
epoxy grout or with cement concrete 1:2:4 (1 cement : 2
coarse sand : 4 graded stone aggregate 6 mm nominal size) as
per direction of Engineer-in-charge and finished smooth.
Granite Stone of approved shade.
Extra for fixing marble / granite stone over and above
corresponding basic item, in facia and drops of width upto
150mm with epoxy resin baesd adhesive including cleaning
etc. complete.
8.5
Extra for providing opening of required size & shape for wash
basins/ kitchen sink in kitchen platform, vanity counters and
similar location in marble/Granite/Stone work including
necessary holes for pillar taps etc. including rubbing and
polishing of cut edge etc. complete.
7
16.9
Providing and laying gang saw cut 18 mm thick, mirror
polished pre moulded and pre polished machine cut granite
stone of required size and shape of approved shade, colour
and texture in footpath, flooring cut granite stone of required
size and shape of approved shade, colour and texture in
footpath, flooring in road side plazas and similar locations,
laid over 20mm thick base of cement mortar 1:4 (1cement : 4
coarse sand) including grouting the joints with white cement
mixed with matching pigment, epoxy touch ups etc. complete
as per direction of Engineer-in-Charge.
i
16.86.1
6
[Type text]
Area less than .50 sqm.
TOTAL (Carried Over to Summary of Civil Works)
E
9.0
WOOD & PVC WORK
54
[Type text]
[Type text]
[Type text]
Providing and fixing ISI marked flush door shutters
conforming to IS : 2202 (Part I) decorative type, core of block
board construction with frame of 1st class hard wood and
well
matched
teak
3
ply
veneering
with vertical grains or cross bands and face veneers on both
faces of shutters.
1
9.20
i
9.20.1
35 mm thick including ISI marked Stainless Steel butt hinges
with necessary screws
Sqm
10.00
2606.45
9.23
Extra for providing lipping with 2nd class teak wood battens
25 mm minimum depth on all edges of flush door shutters
(over all area of door shutter to be measured).
Sqm
10.00
365.85
Sqm
20.00
829.70
rmt.
35.00
117.95
192.62
482.20
2
3
9.127
i
9.127.1
4
9.40.1.1
5
9.121
6
9.122
Providing & Fixing decorative high pressure laminated sheet
of plain / wood grain in gloss / matt / suede finish with high
density protective surface layer and reverse side of adhesive
bonding quality conforming to IS : 2046 Type S, including cost
of adhesive of approved quality.
1.5 mm thick
Providing and fixing wooden moulded beading to door and
window frames with iron screws, plugs and priming coat on
unexposed
surface
etc.
complete :50x12 mm 2nd class teak wood
Providing and fixing Fiber Glass Reinforced plastic (FRP) Door
Frames of cross-section 90mm x 45mm having single rebate
of 32mm x 15mm to receive shutter of 30mm thickness .The
laminate shall be moulded with fire resistant grade
unsaturated polyester resin and chopped mat . Door frame
laminate shall be 2mm thick and shall be filled with suitable
wooden block in all the three legs. The frame shall be covered metre
with fiber glass from all sides. M.S. stay shall be provided at
the bottom to steady the frame.
Providing and fixing to existing door frames.
55
[Type text]
i
7
[Type text]
9.122.2
9.53
8
9.95
i
9.95.1
9
9.96
i
9.96.1
10
11
9.83
9.99
30mm thick Fiberglass Reinforced Plastic (F.R.P.) flush door
shutter in different plain and wood finish made with fire
retardant grade unsaturated polyester resin, moulded to
3mm thick FRP laminate all around, with suitable wooden
blocks inside at required places for fixing of fittings and
polyurethane foam (PUF) / Polystyrene foam to be used as
filler material throughout the hollow panel, casted
monolithically with testing parameters of F.R.P. laminate
conforming to table - 3 of IS: 14856, complete as per direction
of Engineer-in-charge.
[Type text]
Sqm
61.85
2749.60
each
25.00
117.35
each
1398.00
108.85
300x16 mm
each
24.00
229.65
Providing and fixing IS : 3564 marked Aluminium die cast body
tubular type universal hydraulic door closer with necessary
accessories and screws etc. complete.
each
106.00
753.75
each
24.00
169.20
Providing 40x5 mm flat iron hold fast 40 cm long including
fixing to frame with 10 mm diameter bolts, nuts and wooden
plugs and embedding in cement concrete block 30x10x15cm
1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone
aggregate 20mm nominal size)
Providing and fixing ISI marked aluminium butt hinges
anodised (anodic coating not less than grade AC 10 as per IS :
1868)
transparent
or
dyed
to required colour or shade with necessary screws etc.
complete:
125x75x4 mm
Providing and fixing aluminium sliding door bolts, ISI marked
anodised (anodic coating not less than grade AC 10 as per IS :
1868),
transparent
or
dyed
to
required colour or shade, with nuts and screws etc. complete
:
Providing and fixing 50 cm long aluminium kicking plate of
size 100x3.15 mm, anodised (anodic coating not less than
grade AC 10 as per IS : 1868) transparent or dyed to required
colour or shade, with necessary screws etc. complete.
56
[Type text]
[Type text]
12
9.97
i
9.97.1
ii
9.97.5
13
9.100
i
ii
9.100.1
9.100.2
14
9.101
i
9.101.1
15
9.103
[Type text]
Providing and fixing aluminium tower bolts ISI marked
anodised (anodic coating not less than grade AC 10 as per IS :
1868 ) transparent or dyed to required colour or shade with
necessary screws etc. complete :
300x10 mm
100x10 mm
each
196.00
112.10
each
564.00
52.35
125 mm
100mm
Providing and fixing aluminium hanging floor door stopper ISI
marked anodised (anodic coating not less than grade AC 10 as
per IS : 1868) transparent or dyed to required colour and
shade with necessary screws etc. complete.
each
each
196.00
564.00
69.80
55.10
Single rubber stopper
each
69.00
37.50
each
55.00
815.45
each
50.00
86.75
Providing and fixing aluminium handles of approved make
anodized (anodic coating not less than grade AC 10 as per IS :
1868) transparent or dyed to required colour or shade with
necessry screws etc. complete.
Providing & fixing bright finished brass 100 mm mortice latch
and lock ISI marked with six levers and a pair of anodised
(anodic coating not less than grade AC 10 as per IS :1868)
aluminium lever handles with necessary screws etc. complete.
TOTAL (Carried Over to Summary of Civil Works)
F
10.0
1
10.27
I
10.27.3
STEEL WORK
Providing and fixing carbon steel galvanised ( minimum
coating 5 micron) dash fastener of 10 mm dia double
threaded 6.8 grade (yield strength 480 N/mm2), counter sunk
head, comprising of 10 m dia polyamide PA 6 grade sleeve,
including drilling of hole in frame , concrete/ masonry, etc. as
per direction of Engineer-in-charge.
10 x 120 mm
57
[Type text]
2
[Type text]
10.28
Providing and fixing stainless steel ( Grade 304) railing made
of Hollow tubes, channels, plates etc., including welding,
grinding, buffing, polishing and making curvature (wherever
required) and fitting the same with necessary stainless steel
nuts and bolts complete, i/c fixing the railing with necessary
accessories & stainless steel dash fasteners , stainless steel
bolts etc., of required size, on the top of the floor or the side
of waist slab with suitable arrangement as per approval of
Engineer-in-charge, (for payment purpose only weight of
stainless steel members shall be considered excluding fixing
accessories such as nuts, bolts, fasteners etc.).
[Type text]
KG
783.30
619.40
Sqm
1309.02
836.65
Sqm
1779.49
7067.05
TOTAL (Carried Over to Summary of Civil Works)
F
1
2
11.0
11.36
11.34
FLOORING & DADO WORK
Providing and fixing Ist quality ceramic glazed wall tiles
conforming to IS: 15622 (thickness to be specified by the
manufacturer), of approved make, in all colours, shades
except burgundy, bottle green, black of any size as approved
by Engineer-in-Charge, in skirting, risers of steps and dados,
over 12 mm thick bed of cement mortar 1:3 (1 cement : 3
coarse sand) and jointing with grey cement slurry @ 3.3kg per
sqm, including pointing in white cement mixed with pigment
of matching shade complete
38 mm thick wood block flooring of first class teak wood laid
over 25 mm thick leveling layer of cement concrete 1:2:4 (1
cement : 2 coarse sand : 4 graded stone aggregate 10 mm
nominal size) to be paid separately, coated with a thin layer of
hot bitumen penetration 80/25 (blown type) @ 2.45 kg per
sqm, including fixing blocks in position after dipping in hot
bitumen (blown type) up to half depth, planed, levelled
smooth
and
finished
complete.
TOTAL (Carried Over to Summary of Civil Works)
58
[Type text]
G
[Type text]
12.0
1
12.21
i
12.21.1
2
3
12.22
12.45
[Type text]
ROOF & FALSE CEILING WORK
Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement
: 2 coarse sand : 4 stone aggregate 10mm and down gauge)
including finishing with cement mortar 1:3 (1 cement : 3 fine
sand) as per standard design.
In 75x75mm deep chase.
Making khurras 45x45 cm with average minimum thickness of
5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4
graded stone aggregate of 20 mm nominal size) over P.V.C.
sheet 1mx1mx400micron, finished with 12mm cement plaster
1:3 (1 cement : 3 coarse sand) and a coat of neat cement,
rounding the edges and making and finishing the outlet
complete.
Rmt.
283.50
143.10
each
71.00
186.65
Providing and fixing at all height false ceiling including
providing and fixing of frame work made of special sections
power pressed from M.S. sheet and galvanised in accordance
with zinc coating of grade 350 as per IS : 277 and consisting of
angle cleats of size 25mm wide x 1.6mm thick with flanges of
22mm and 37mm at 1200mm centre to centre one flange
fixed to the ceiling with dash fastner 12.5mm diax40mm long
with 6mm dia bolts to the angle hangers of 25x25x0.55mm of
required length, and other end of angle hanger being fixed
with nut and bolts to G.I. channels 45x15x0.9mm running at
the rate of 1200mm centre to centre to which the ceiling
section 0.5mm thick botton wedge of 80mm with tapered
flanges of 26mm each having clips of 10.5mm at 450mm
centre to centre shall be fixed in a direction perpendicular to
G.I. channel with connecting clips made out of 2.64mm
diax230mm long G.I. wire at every junction including fixing
the gypsum board with ceiling section and perimeter channels
0.5mm thick 27mm high having flanges of 20mm and 30mm
long, the perimeter of ceiling fixed to wall/partition with the
help
59
[Type text]
[Type text]
[Type text]
of rawl plugs at 450mm centre to centre with 25mm long
drive-all screws @ 230mm interval including jointing and
fixing to a flush finish of tapered and square edges of the
gypsum board with recommended filler, jointing tapes,
finisher and two coats of primer suitable for board as per
manufactures specification and also including the coat of
making openings for light fittings, grills, diffusers, cutouts
made with frame of perimeter channels suitably fixed all
complete as per drawing and specification and direction of
the Engineer in Charge but excluding the cost of painting with
:
i
4
12.45.1
12.50
12.5mm thick tapered edge gypsum plain board conforing to
IS: 2095-part I
Providing and fixing precoated galvanised iron profile sheets
(size, shape and pitch of corrugation as approved by Engineerin-charge) 0.50 mm (+0.05 %) total coated thickness with zinc
coating 120 grams per sqm as per IS: 277, in 240 mpa steel
grade, 5-7 microns epoxy primer on both side of the sheet
and polyester top coat 15-18 microns. Sheet should have
protective guard film of 25 microns minimum to avoid
scratches during transportation and should be supplied in
single length upto 12 metre or as desired by Engineerincharge. The sheet shall be fixed using self drilling / self
tapping screws of size (5.5x 55 mm) with EPDM seal,
complete upto any pitch in horizontal/ vertical or curved
surfaces, excluding the cost of purlins, rafters and trusses and
including cutting to size and shape wherever required.
sqm
3186.59
907.10
sqm
600.08
622.00
Providing and fixing precoated galvanised steel sheet roofing
accessories 0.50 mm (+ 0.05 %) total coated thickness, Zinc
coating 120 grams per
sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy
primer on both side of the sheet and polyester top coat 15-18
microns using self
drilling/ self tapping screws complete :
5
12.51
i
12.51.1
Ridges plain (500 - 600mm)
metre
15.00
633.90
ii
12.51.6
Gutter .(600 mm over all girth)
metre
103.01
815.00
60
[Type text]
[Type text]
[Type text]
Calcium Silicate False Ceiling
6
12.53
Providing and Fixing 15 mm thick densified tegular edged eco
friendly light weight calcium silicate false ceiling tiles of
approved texture spintone/cosmos / Hexa or equivalent of
size 595 x 595 mm in true horizontal level suspended on inter
locking metal grid of hot dipped galvanised steel sections
(galvanising @ 120 grams per Sqm. including both side)
consisting of main 'T' runner suitably spaced at joints to get
required length and of size 24x38mm made from 0.33 mm
thick (minimum) sheet, spaced 1200mm centre to centre, and
cross "T" of size 24x28mm made out of 0.33mm (Minimum)
sheet, 1200mm long spaced between main'T' at 600mm
centre to centre to form a grid of 1200x600mm and
secondary cross 'T' of length 600mm and size 24 x28mm
made of 0.33mm thick (Minimum) sheet to be inter locked at
middle of the 1200x 600mm panel to from grid of size
600x600mm, resting on periphery walls /partitions on a
Perimeter wall angle pre-coated steel of size(24x24X3000 mm
made of 0.40 mm
thick (minimum) sheet with the help of rawl plugs at 450mm
centre to centre with 25mm long dry wall screws @ 230mm
interval and laying 15mm thick densified edges caliCum
silicate ceiling tiles of approved texture (Spintone /
Cosmos/hexa) in the grid including, cutting/ making opening
for services like diffusers, grills,light fittings, fixtures, smoke
detectors etc., whereever required, Main 'T' runners to be
suspended from ceiling using G.I. slotted cleats of size
25x35x1.6mm fixed to ceiling with 12.5 mm dia and 50mm
long dash fasteners, 4mm G.I. adjustable rods with galvanised
steel level clips of size 85 x 30 x 0.8 mm, spaced at 1200mm
centre to centre along main 'T' ,
61
[Type text]
[Type text]
bottom exposed with 24mm of all T-sections shall be prepainted with polyster baked paint, for all heights, as per
specifications, drawings and as directed by engineer-incharge.
Note :- Only calcium silicate false ceiling area will be
measured from wall to wall. No deduction shall be made for
exposed frames/opening (cut outs) having area less than 0.30
Sqm..The calcium silicate ceiling tile shall have NRC. value of
0.50(Minimum), light reflection > 85%, non - combustible as
per B.S. 476 part IV, 100% humidity resistance and also having
thermal conductivity<0.043 w/m 0 KC.
i
[Type text]
Sqm.
233.20
1649.15
Sqm
3989.46
110.95
Sqm
12782.54
35.85
Sqm
50.00
88.20
Sqm
1800.23
90.00
Sqm
5328.07
89.65
TOTAL (Carried Over to Summary of Civil Works)
H
13.0
1
13.26
2
3
i
ii
4
13.43.1
13.48
13.48.2
13.48.3
13.80
FINISHING WORK
Providing and applying plaster of paris putty of average
thickness 2 mm over the plastered wall surface to prepare the
surface even and smooth complete
Applying one coat of water thinnable cement primer of
approved brand and manufacture on wall surface. Water
thinnable cement primer.
Finishing walls with Deluxe Multi surface paint system for
interiors and exteriors using Primer as per manufacturers
specifications :
Painting wood work with Deluxe Multi Surface Paint of
required shade. Two or more coat applied @0.90 ltr/10 sqm
over an under coat of primer applied @0.75 ltr/ 10 sqm of
approved brand or manufacture
Painting Steel work with Deluxe Multi Surface Paint to give an
even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm
over an under coat of primer applied @ 0.80 ltr/ 10 sqm of
approved brand and manufacture
Providing and applying white cement based putty of average
thickness 1 mm, of approved brand and manufacturer, over
the plastered wall surface to prepare the surface even and
smooth complete
TOTAL (Carried Over to Summary of Civil Works)
62
[Type text]
[Type text]
I
21.0
1
21.1
a)
21.1.1
21.1.1.2
i
b)
21.1.2
i
21.1.2.2
c)
21.3
i
21.3.2
[Type text]
ALUMINIUM WORK
Providing and fixing aluminium work for doors, windows,
ventilators and partitions with extruded built up standard
tubular sections/appropriate Z sections and other sections of
approved make conforming to IS: 733 and IS : 1285, fixed with
rawl plugs and screws or with fixing clips, or with expansion
hold fasteners including necessary filling up of gaps at
junctions, at top, bottom and sides with required
PVC/neoprene felt etc. Aluminium sections shall be smooth,
rust free, straight, mitred and jointed echanically wherever
required including cleat angle, Aluminium snap beading for
glazing / paneling, C.P. brass / stainless steel screws, all
complete as per architectural drawings and the directions of
Engineer-in-charge. Glazing and paneling to be paid for
separately) :
For fixed portion.
Powder coated aluminium (minimum thickness of powder
coating 50 micron)
KG
711.88
377.75
KG
748.29
435.75
Sqm
62.78
1054.2
Sqm
62.78
1089.75
For shutters of doors, windows & ventilators including
providing and fixing hinges/ pivots and making provision for
fixing of fittings wherever required including the cost of EPDM
rubber / neoprene gasket required (Fittings shall be paid for
separately)
Powder coated aluminium (minimum thickness of powder
coating 50 micron)
Providing and fixing glazing in aluminium door, window,
ventilator shutters and partitions etc. with EPDM rubber /
neoprene gasket etc. complete as per the architectural
drawings and the directions of engineer-in-charge . (Cost of
aluminium snap beading shall be paid in basic item):
With float glass panes of 5.50 mm thickness
d)
21.2
Providing and fixing 12 mm thick prelaminated particle board
flat pressed three layer or graded wood particle board
conforming to IS: 12823 Grade l Type ll, in panelling fixed in
aluminum doors, windows shutters and partition frames with
C.P. brass / stainless steel screws etc. complete as per
architectural drawings and directions of engineer-in-charge.
i
21.2.2
Pre-laminated particle board with decorative lamination on
both sides
63
[Type text]
[Type text]
2
21.4
i
21.4.1
3
21.10
Providing and fixing double action hydraulic floor spring of
approved brand and manufacture conforming to IS : 6315,
having
brand
logo
embossed
on the body / plate with double spring mechanism and door
weight upto 125 kg, for doors, including cost of cutting floors,
embedding in floors as required and making good the same
matching to the existing floor finishing and cover plates with
brass pivot and single piece M.S. sheet outer box
with slide plate etc. complete as per the direction of Engineerin-charge.
With stainless steel cover plate minimum 1.25 mm thickness
Providing and fixing double glazed hermetically sealed glazing
in aluminium windows, ventilators and partition etc. with 6
mm
thick
clear
float
glass
both side, having 12 mm air gap, including providing EPDM
gasket, perforated aluminium spacers, desiccants, sealant
(Both primary and secondary sealant) etc. as per
specifications, drawings and direction of Engineer-in-charge
complete.
21.8
i
21.8.1
Upto 5mm depth and 5mm width
5
21.15
Providing and fixing aluminium casement windows fastener of
required length for aluminium windows with necessary
screws etc. complete.
i
21.15.2
21.16
i
21.16.2
each
69.00
2039
Sqm
25.00
3487.1
metre
1421.32
88.75
each
270.00
55.15
each
8.00
72.6
Filling the gap in between aluminium frame and adjacent
RCC/Brickwork/ Stone Work by providing weather silicon
sealant over backer rod of approved quality as per
architectural drawings and direction of Engineer-in-charge
4
6
[Type text]
Powder coated minimum thickness 50 micron aluminium
Providing and fixing aluminium round shape handle of outer
dia 100 mm with SS screws etc. complete as per direction of
Engineerin-charge
Powder coated minimum thickness 50 micron aluminium
64
[Type text]
[Type text]
7
21.18
J
22.0
1
22.7
Providing and fixing 12 mm thick frameless toughened glass
door shutter of approved brand and manufacture, including
providing and fixing top & bottom pivot & spring type fixing
arrangement and making necessary holes etc. for fixing
required door fittings, all complete as per direction of
Engineer-in-charge (Door handle, lock and stopper etc.to be
paid separately).
[Type text]
Sqm
15.88
4746.25
Sqm
2317.35
1019.05
WATER PROOFING
Providing and laying integral cement based water proofing
treatment including preparation of surface as required for
treatment of roofs, balconies, terraces etc consisting of
following operations: a) Applying a slurry coat of neat cement
using 2.75 kg/sqm of cement admixed with water proofing
compound conforming to IS. 2645 and approved by Engineerin-charge over the RCC slab including adjoining walls upto 300
mm height including cleaning the surface before treatment.
b) Laying brick bats with mortar using broken bricks/brick bats
25 mm to 115 mm size with 50% of cement mortar 1:5 (1
cement : 5 coarse sand) admixed with water proofing
compound conforming to IS : 2645 and approved by Engineerin-charge over 20 mm thick layer of cement mortar of mix 1:5
(1 cement :5 coarse sand ) admixed with water proofing
compound conforming to IS : 2645 and approved by Engineerin-charge to required slope and treating similarly the
adjoining walls upto 300 mm height including rounding of
junctions of walls and slabs c) After two days of proper curing
applying a second coat of cement slurry using 2.75 kg/ sqm of
cement admixed with water proofing compound conforming
to IS : 2645 and approved by Engineer-in-charge. d) Finishing
the surface with 20 mm thick
jointless cement mortar of mix 1:4 (1 cement :4 coarse sand)
admixed with water proofing compound conforming to IS :
2645 and approved by Engineer-in-charge including laying
glass fibre cloth of approved quality in top layer of plaster and
finally finishing the surface with trowel with neat cement
slurry and making pattern of 300x300 mm square 3 mm deep.
e) The whole terrace so finished shall be flooded with water
for a minimum period of two weeks for curing and for final
test. All above operations to be done in order and as directed
and specified by the Engineer-in-Charge :
i
22.7.1
With average thickness of 120mm and minimum thickness at
khurra as 65mm.
65
[Type text]
[Type text]
[Type text]
NON SCHEDULE ITEM
a)
1
NSI
a)
a)
i
i
B
1
2
UPVC WINDOW WORK
Supplying and installing uPVC- Sliding Windows made out of
Lead free green profile having "GREENLINE" mark of BIS
standard uPVC multichambered sections of wall thickness
2.4mm with corners fusion welded, fully reinforced with
Galvanized steel 1.5/2mm including interlock profile, glazing
bead, grooving bead, brush seal, aluminum sliding track,
stainless steel rollers, sealing wedge block, Espag, int handle,
pop up handle, keeper, drain cap, fisher screws, packing
pieces with all necessary stainlessness screws etc. complete
as directed. The windows must be installed complete with all
kinds of ironmongery including EPDM gaskets, bridging
wedges and glass packers and with suitable water draining
system. Application of silicon sealant from inside / outside of
Dowcorning / GE or equivalent.With 5mm clear glass
(a) 2 Track Sliding Window with Flyscreen using uPVC section
of sizes 88mm x 50 mm x 2.4mm thick wall for frame with
inbuilt flyscreen track, 37mm x 61mm x 2.4mm thick wall for
glass sash, 25mm x 49mm x 2.4mm thick wall for flyscreen
sash having 1.5mm thick reinforcement, Interlock: 43mm x
23mm
(Glass
Panel)
(WINSTA KOMMERLING/ FINESTA/ ENCRAFT)
2-Panel with 5mm clear float glass
Sqm
379.48
8000.00
Sqm
618.98
120.00
Sqm
3465.00
375.00
FINISHING WORK
NSI
NSI
Providing and fixing GI hexagonal chicken wire mesh of size
12mm x22g at the junction of disimilar surfaces of brick
masonry wall and R C C column by beams and the like
including necessary nails for fixing etc, complete all as per
specification and direction of Engineer -in -charge for all floor
at
all heights.
Providing and applying two or more coats of approved texture
paint on wall surfaces over a coat of primer including surface
preparation scaffolding etc complete and top surface finished
as per requirement of Architect and Project Manager.
66
[Type text]
[Type text]
[Type text]
COMMON TOILETS ( 3 NOS.) , BOQ - CIVIL WORKS
Sl.
No.
Schedule
Item No.
Description of Work
Unit
Qty.
Rate in
Rs.
Cum
94.59
63.00
Cum
21.83
68.00
Cum
45.67
159.65
Cum
29.56
350.00
Sqm.
260.28
2.70
SCH P.W.D (2013-14)
A
1
2
3
4
5
251*
(4.1.1)
252*
(4.13)
231*(a)
255*
(4.4)
259*
EARTH WORKS
Excavation in foundations in Ordinary Soil (Loam Clay or sand)
including lift upto 1.5m. (5 fts.) and lead upto 30 m. (100 fts.) &
including filling, watering and ramming of excavated Earth into
the trenches or into the Space between the building and sides
of foundation trenches or into the space between the building
and the sides of foundation trenches or into the plinth and
removal and disposal of surplus earth as directed by the
engineer-incharges upto a distance of 30m. (100fts.) from the
foundation trenches.
Same as in item No. 251 above but excavation in soil mixed
with Moorum,, shingle kanker etc, requiring the use of special
T&P such as pickaxes : sabbals etc.
Cartage of Ballast, Kankar, coal,Grit or Sand etc., including
loading and unloading but excluding stacking on pucca roads.
5th km.
Sand filling in plinth including Supply of necessary quantity of
sand from a distance not exceeding 8 km. (5 miles) from the
site of work and including watering, ramming,dressing etc. rate
to include cost of all materials, labour and T & P etc. required
for proper completion of the work.
Clearing jungle including uprooting of rank vegetation, grass,
brush wood, trees and saplings of girth upto 30 cm measured
at a height of 1 m above ground level and removal of rubbish
upto a distance of 50 m outside the periphery of the area
cleared.
TOTAL (Carried Over to Summary of Civil Works )
B
CONCRETE WORKS
67
[Type text]
1
2
[Type text]
281*
282*
Providing & Laying Cement concrete 1:4:8 (1 cement :4 coarse
sand : 8 graded stone ballast 40mm. Nominal size.) including
supply of all materials, labour and T & P etc. required for
proper completion of the work and curing complete, also
including cost of formwork in foundation and floors.
REINFORCED CEMENT CONCRETE WORK
Cost cement concrete door sills, chaukhats boundary post,
shelves and similar small work with cement, approved coarse
sand and 2 cm. (3/4") gauge approved stone ballast in the
proportion of 1:2:4, excluding supply of reinforcement and its
binding but including its fixing and binding the same with 24
B.W.G.I binding wire and including the cost of binding wire,
moulds and all other materials, labour and T & P etc. required
for proper completion of work.
R.C.C work with cement approved coarse sand and 2 cm. (3/4")
gauge approved stone grit in the proportion of 1:1.5:3 in lintels
of doors and windows excluding supply of reinforcement and
its binding but including its fixing and binding the same with 24
B.W.G.I binding wire and including necessary centering and
shuttering etc. and also including supply of all materials ,labour
and T & P etc. required for proper completion of work. Binding
wire of supplied by the contractor free of cost.
[Type text]
Cum
16.34
4050.00
Cum
1.12
5450.00
Cum
2.43
6300.00
3
283*
a)
284*
As in item no.283 but RCC for Slabs.
Cum
33.39
6700.00
b)
285*
As in item no.283 but R.C.C in lighter beam i.e having spans up
to 6m.
Cum
3.67
6900.00
c)
286*
As in item no.283 but R.C.C in heavier beam i.e having spans
up to 6m.
Cum
20.80
6900.00
d)
287*
Cum
48.44
5500.00
e)
288*
As in item no.283 but RCC in Raft foundation and footing with
4cm gauge stone ballast.
As in item no.283 above but in RCC T-beam, slab, roof and
column.
Cum
27.13
6850.00
TOTAL (Carried Over to Summary of Civil Works)
68
[Type text]
[Type text]
C
[Type text]
BRICK WORK
First Class - 150 brick work in 1:6 cement and fine sand of 1.25
fineness modulus mortar in foundation and plinth including
supply of all materials, labour and tools and plants etc.required
for proper completion of the work.
1
303*
i
305*(b)
(6.1.3)
As in item (303) above, but in 1:4 cement and Coarse sand
mortar.
2
309*
(6.19)
(6.1.6)
As in item (303) to (307) above but in super structure above
including necessary cutting and moulding of brick work as
required and also including honey combed brick in thickness of
wall not to be less than 1. 1/2 brick thick. Add For Extra labour
to above items.
i
310*
ii
310*(a)
Cum
74.35
4200.00
Cum
74.35
180.00
As in item (309) above, but for wall of one brick thick add for
extra labour.
Cum
72.54
150.0
As in item (309) above, but for wall of half brick (4. 1/2") thick.
Add for extra labour over item no. 310
Cum
1.81
185.0
Qtl.
1.50
6000.00
Qtl.
1.50
6200.00
TOTAL (Carried Over to Summary of Civil Works)
MILD STEEL AND IRON WORK
D
1
2
502*
(10.21)
Mild steel or iron work of small sizes and section such as
holding down bolts, hold fasts. tie. rods, grating etc. (when not
including in an over all rates) wrought to required form
including supply of steel, bolts, nuts and wastage etc. and their
fixing required for proper completion of the work.
503*
(10.22)
Mild Steel & Iron Work in heavy sizes such as trusses, builts up
gates, door frames, record racks, roof work,gates etc, wrought
to required form including drilling holes, rivetting or welding
where necessary and also including supply of steel, bolts, nuts
etc. & their fixing required for proper comletion of the work.
69
[Type text]
3
[Type text]
504*
(10.3.1)
Mild Steel (tor steel or plain) in plain work such as R.C.C or R.B
Work including bending for proper shape and including supply
of steel & its wastage, bend, hooks, and authorised
overlapping shall be measured and including cost of binding
wire.
[Type text]
Qtl.
130.39
5900.00
Sqm.
15.75
280.00
Sqm
202.82
130.00
TOTAL (Carried Over to Summary of Civil Works)
FLOORING & DADO WORK
E
1
601*
(14.6.1)
i
605*
(14.5)
2.5cm (1") thick 1:2:4 plain cement concrete floor with cement
,approved coarse sand and 2 cm.(1") graded approved stone
grit ,laid in panels finished with 3mm. (1/8") floating coat of
neat cement of cement and marble dust in ratio 5:1 as
specified over and including 8 cm (3") thick base concrete
consisting of cement, fine sand of 1.25 fineness modules and
brick ballast 4cm. (1/1/2") gauge in the propoation of 1:4:8 and
removing any overlapping mortar at the joints of the panels if
any and giving them a uniform finish, including supply of all
materials, labour, tools & plants etc. required for proper
completion of the work.
As in item (601) above but floor shall be 4 cm (1.5") thick
instead of 2.5 (1") thick and without base concrete.
TOTAL (Carried Over to Summary of Civil Works)
F
FINISHING WORK
1
12 mm thick Plaster with cement mortar and fine sand 1.25
fineness modules in 1:3 over brick work minimum thickness
not to be less than 1 cm. including supply of all materials,
labour, tools & plants etc. required for proper completion of
the work.
582*
70
[Type text]
[Type text]
[Type text]
2
586*
12 mm thick Plaster with cement mortar and fine sand 1.25
fineness modules in 1:6 over brick work minimum thickness
not to be less than 1 cm. including supply of all materials,
labour, tools & plants etc. required for proper completion of
the work.
3
587*
Add for extra labour to all items of plaster if done in ceiling.
Sqm
202.82
12.00
4
596*
Add for extra labour and materials for plater over rough face of
one brick wall.
Sqm
501.68
12.00
599*
Providing and mixing approved water proofing materials in
cement mortar for plastering or in concrete work in the
proportion recommended by the manufacturers.
Per
Ltr.
107.28
90.00
600*
Making drip coarse in sun shades or facia with 1:3 cement and
fine sand mortar as per direction of engineer-in-charge
including supply of all materials, labour, tools & plants etc.
required for proper completion of the work.
Per
R.M
32.70
20.00
Sqm
1278.67
60.00
5
6
7
649+650
Distempering (first coat) with oil bound distemper of approved
brand and manufacture and of required shade of undecorated
wall surface to give an even shade over and including a priming
coat with cement primer of approved brand and manufacture
such as Berger,J&N, Shalimar, Asian Paint after throughly
brushing the surface free from mortar dropping and other
foreign matters and also including the surface even with
plaster of Paris or approved synthetic materials and sand
papered smooth including supply of all materials, labour, Tools
& plants etc. required for proper competion of the work.
As in item (649) above but for every coat after the first coat.
Sqm
1075.85
105.00
71
[Type text]
8
i
[Type text]
660*
661*
Finishing wall with waterproof cement Paint of apporved
make and quality on new work with two coats to give an even
shade, including supply of all materials,labour and T & P etc.
required for proper completion of the work.
Same as in item no. 660 but for each coat of water proof
cement paint after the first two coats to give an even shade.
[Type text]
Sqm
30.00
45.00
Sqm
30.00
18.00
sqm
663.83
110.00
TOTAL (Carried Over to Summary of Civil Works)
H
19.02
19
New
Item
MISCELLANEOUS
Providing and injecting chemical for preconstruction
antitermite treatment and creating and chemical barrier under
and arround the column pits wall trenches basement
excavation top surface in plinth filling junction of wall and
floor, along the external per meter of binding expansion joints
surrounding or pipes and conduit etc. complete (plinth area of
the building at ground floor only shall be measured as per I.S
6313 (part II 1981) Aldrine emulsifiable concentrate or any
other approved material such as heptachlor of chlordane will
be used. The rate of application of chemical emulsion shall be
as follows:1. Treatment for massonary and foundation 5 litres per sqm.
2.Backfill in immediate contact with foundation 7.5 litres per
sqm.
3. Treatment of surface of plinth filling 5 litres per sqm
4. Treatment of soil along external parameter of Building
7.5 litres per sqm.
5. Treatment of soil under external parameter 5 litres per sqm.
TOTAL (Carried Over to Summary of Civil Works)
ALL SCH P.W.D SUB- HEAD TOTAL :
DSR-2014
72
[Type text]
[Type text]
A
4.0
1
4.17
CONCRETE WORKS
Making plinth protection 50mm thick of cement concrete 1:3:6
(1 cement :3 coarse sand : 6graded stone aggregate 20mm
nominal size) over 75mm bed by dry brick ballast 40mm
nominal size well rammed and consolidated and grouted with
fine sand including finishing the top smooth
[Type text]
Sqm.
107.45
419.30
Sqm
15.75
69.50
Sqm.
22.47
3907.40
metre
35.38
247.40
TOTAL (Carried Over to Summary of Civil Works)
B
6.0
1
6.15
BRICK WORK
Extra for providing and placing in position 2 Nos. 6mm dia.
M.S. bars at every third course of half brick masonry (with
F.P.S. bricks).
TOTAL (Carried Over to Summary of Civil Works)
C
8.0
1
8.2
i
8.2.2
8.2.2.2
2
8.4
MARBLE & GRANITE WORK
Providing and fixing 18mm thick gang saw cut ( premoulded
and prepolished) machine cut for kitchen platforms, vanity
counters, window sills , facias and similar locations of required
size of approved shade, colour and texture laid over 20mm
thick base cement mortar 1:4 (1 cement : 4 coarse sand) with
joints treated with white cement, mixed with matching
pigment, epoxy touch ups, including rubbing, curing, moulding
and polishing to edge to give high gloss finish etc. complete at
all levels.
Granite of any colour and shade.
Area of slab over 0.50 Sqm.( For Counter)
Extra for fixing marble / granite stone over and above
corresponding basic item, in facia and drops of width upto
150mm with epoxy resin baesd adhesive including cleaning
etc. complete.
73
[Type text]
3
[Type text]
8.5
4
16.86
i
16.86.1
Extra for providing opening of required size & shape for wash
basins/ kitchen sink in kitchen platform, vanity counters and
similar location in marble/Granite/Stone work including
necessary holes for pillar taps etc. including rubbing and
polishing of cut edge etc. complete.
[Type text]
each
18.00
386.60
Sqm.
169.67
3148.55
each
234.00
108.85
Providing and laying gang saw cut 18 mm thick, mirror polished
pre moulded and pre polished machine cut granite stone of
required size and shape of approved shade, colour and texture
in footpath, flooring cut granite stone of required size and
shape of approved shade, colour and texture in footpath,
flooring in road side plazas and similar locations, laid over
20mm thick base of cement mortar 1:4 (1cement : 4 coarse
sand) including grouting the joints with white cement mixed
with matching pigment, epoxy touch ups etc. complete as per
direction of Engineer-in-Charge.
Area less than .50 sqm.
TOTAL (Carried Over to Summary of Civil Works)
D
9.0
1
9.95
i
9.95.1
2
9.96
i
9.96.1
3
9.83
WOOD & PVC WORK
Providing and fixing ISI marked aluminium butt hinges
anodised (anodic coating not less than grade AC 10 as per IS :
1868)
transparent
or
dyed
to required colour or shade with necessary screws etc.
complete:
125x75x4 mm
Providing and fixing aluminium sliding door bolts, ISI marked
anodised (anodic coating not less than grade AC 10 as per IS :
1868), transparent or dyed torequired colour or shade, with
nuts and screws etc. complete :
0.00
300x16 mm
each
6.00
229.65
Providing and fixing IS : 3564 marked Aluminium die cast body
tubular type universal hydraulic door closer with necessary
accessories and screws etc. complete.
each
27.00
753.75
74
[Type text]
4
[Type text]
9.99
5
9.97
i
9.97.1
ii
9.97.5
6
9.100
i
ii
9.100.1
9.100.2
7
9.101
i
9.101.1
8
9.103
Providing and fixing 50 cm long aluminium kicking plate of size
100x3.15 mm, anodised (anodic coating not less than grade AC
10 as per IS : 1868) transparent or dyed to required colour or
shade, with necessary screws etc. complete.
[Type text]
each
6.00
169.20
each
54.00
112.10
each
72.00
52.35
125 mm
100mm
Providing and fixing aluminium hanging floor door stopper ISI
marked anodised (anodic coating not less than grade AC 10 as
per IS : 1868) transparent or dyed to required colour and
shade with necessary screws etc. complete.
each
each
54.00
72.00
69.80
55.10
Single rubber stopper
each
6.00
37.50
each
6.00
815.45
Providing and fixing aluminium tower bolts ISI marked
anodised (anodic coating not less than grade AC 10 as per IS :
1868 ) transparent or dyed to required colour or shade with
necessary screws etc. complete :
300x10 mm
100x10 mm
Providing and fixing aluminium handles of approved make
anodized (anodic coating not less than grade AC 10 as per IS :
1868) transparent or dyed to required colour or shade with
necessry screws etc. complete.
Providing & fixing bright finished brass 100 mm mortice latch
and lock ISI marked with six levers and a pair of anodised
(anodic coating not less than grade AC 10 as per IS :1868)
aluminium lever handles with necessary screws etc. complete.
75
[Type text]
[Type text]
9
9.121
10
9.122
i
9.122.2
[Type text]
Providing and fixing Fiber Glass Reinforced plastic (FRP) Door
Frames of cross-section 90mm x 45mm having single rebate of
32mm x 15mm to receive shutter of 30mm thickness .The
laminate shall be moulded with fire resistant grade
unsaturated polyester resin and chopped mat . Door frame
laminate shall be 2mm thick and shall be filled with suitable
wooden block in all the three legs. The frame shall be covered metre
with fiber glass from all sides. M.S. stay shall be provided at
the bottom to steady the frame.
109.15
482.20
Sqm
34.73
2749.60
Sqm
151.73
836.65
Providing and fixing to existing door frames.
30mm thick Fiberglass Reinforced Plastic (F.R.P.) flush door
shutter in different plain and wood finish made with fire
retardant grade unsaturated polyester resin, moulded to 3mm
thick FRP laminate all around, with suitable wooden blocks
inside at required places for fixing of fittings and polyurethane
foam (PUF) / Polystyrene foam to be used as filler material
throughout the hollow panel, casted monolithically with
testing parameters of F.R.P. laminate conforming to table - 3 of
IS: 14856, complete as per direction of Engineer-in-charge.
TOTAL (Carried Over to Summary of Civil Works)
E
1
11.0
11.36
FLOORING & DADO WORK
Providing and fixing Ist quality ceramic glazed wall tiles
conforming to IS: 15622 (thickness to be specified by the
manufacturer), of approved make, in all colours, shades except
burgundy, bottle green, black of any size as approved by
Engineer-in-Charge, in skirting, risers of steps and dados, over
12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse
sand) and jointing with grey cement slurry @ 3.3kg per sqm,
including pointing in white cement mixed with pigment of
matching shade complete
76
[Type text]
[Type text]
[Type text]
TOTAL (Carried Over to Summary of Civil Works)
F
12.0
1
12.21
i
12.21.1
2
12.22
ROOF & FALSE CEILING WORK
Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement :
2 coarse sand : 4 stone aggregate 10mm and down gauge)
including finishing with cement mortar 1:3 (1 cement : 3 fine
sand) as per standard design.
In 75x75mm deep chase.
Making khurras 45x45 cm with average minimum thickness of
5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4
graded stone aggregate of 20 mm nominal size) over P.V.C.
sheet 1mx1mx400micron, finished with 12mm cement plaster
1:3 (1 cement : 3 coarse sand) and a coat of neat cement,
rounding the edges and making and finishing the outlet
complete.
Rmt.
121.68
143.10
each
18.00
186.65
Sqm
202.82
110.95
Sqm
1278.67
35.85
Sqm
30.00
90.00
TOTAL (Carried Over to Summary of Civil Works)
G
13.0
1
13.26
2
3
i
13.43.1
13.48
13.48.3
FINISHING WORK
Providing and applying plaster of paris putty of average
thickness 2 mm over the plastered wall surface to prepare the
surface even and smooth complete
Applying one coat of water thinnable cement primer of
approved brand and manufacture on wall surface. Water
thinnable cement primer.
Finishing walls with Deluxe Multi surface paint system for
interiors and exteriors using Primer as per manufacturers
specifications :
Painting Steel work with Deluxe Multi Surface Paint to give an
even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over
an under coat of primer applied @ 0.80 ltr/ 10 sqm of
approved brand and manufacture
77
[Type text]
4
[Type text]
13.80
Providing and applying white cement based putty of average
thickness 1 mm, of approved brand and manufacturer, over
the plastered wall surface to prepare the surface even and
smooth complete
[Type text]
Sqm
574.17
89.65
KG
82.52
377.75
TOTAL (Carried Over to Summary of Civil Works)
H
21.0
1
21.1
a)
21.1.1
21.1.1.2
i
b)
21.1.2
i
21.1.2.2
ALUMINIUM WORK
Providing and fixing aluminium work for doors, windows,
ventilators and partitions with extruded built up standard
tubular sections/appropriate Z sections and other sections of
approved make conforming to IS: 733 and IS : 1285, fixed with
rawl plugs and screws or with fixing clips, or with expansion
hold fasteners including necessary filling up of gaps at
junctions, at top, bottom and sides with required
PVC/neoprene felt etc. Aluminium sections shall be smooth,
rust free, straight, mitred and jointed echanically wherever
required including cleat angle, Aluminium snap beading for
glazing / paneling, C.P. brass / stainless steel screws, all
complete as per architectural drawings and the directions of
Engineer-in-charge. Glazing and paneling to be paid for
separately) :
For fixed portion.
Powder coated aluminium (minimum thickness of powder
coating 50 micron)
For shutters of doors, windows & ventilators including
providing and fixing hinges/ pivots and making provision for
fixing of fittings wherever required including the cost of EPDM
rubber / neoprene gasket required (Fittings shall be paid for
separately)
Powder coated aluminium (minimum thickness of powder
coating 50 micron)
0.00
KG
86.74
435.75
78
[Type text]
[Type text]
c)
21.3
i
21.3.2
d)
21.2
i
21.2.2
2
21.8
i
21.8.1
[Type text]
Providing and fixing glazing in aluminium door, window,
ventilator shutters and partitions etc. with EPDM rubber /
neoprene gasket etc. complete as per the architectural
drawings and the directions of engineer-in-charge . (Cost of
aluminium snap beading shall be paid in basic item):
With float glass panes of 5.50 mm thickness
0.00
Sqm
7.28
1054.2
Sqm
7.28
1089.75
metre
199.22
88.75
Providing and fixing 12 mm thick prelaminated particle board
flat pressed three layer or graded wood particle board
conforming to IS: 12823 Grade l Type ll, in panelling fixed in
aluminum doors, windows shutters and partition frames with
C.P. brass / stainless steel screws etc. complete as per
architectural drawings and directions of engineer-in-charge.
Pre-laminated particle board with decorative lamination on
both sides
Filling the gap in between aluminium frame and adjacent
RCC/Brickwork/ Stone Work by providing weather silicon
sealant over backer rod of approved quality as per
architectural drawings and direction of Engineer-in-charge
Upto 5mm depth and 5mm width
TOTAL (Carried Over to Summary of Civil Works)
I
22.0
WATER PROOFING
79
[Type text]
1
[Type text]
22.7
[Type text]
Providing and laying integral cement based water proofing
treatment including preparation of surface as required for
treatment of roofs, balconies, terraces etc consisting of
following operations: a) Applying a slurry coat of neat cement
using 2.75 kg/sqm of cement admixed with water proofing
compound conforming to IS. 2645 and approved by Engineerin-charge over the RCC slab including adjoining walls upto 300
mm height including cleaning the surface before treatment. b)
Laying brick bats with mortar using broken bricks/brick bats 25
mm to 115 mm size with 50% of cement mortar 1:5 (1 cement
: 5 coarse sand) admixed with water proofing compound
conforming to IS : 2645 and approved by Engineer-in-charge
over 20 mm thick layer of cement mortar of mix 1:5 (1 cement
:5 coarse sand ) admixed with water proofing compound
conforming to IS : 2645 and approved by Engineer-in-charge to
required slope and treating similarly the adjoining walls upto
300 mm height including rounding of junctions of walls and
slabs c) After two days of proper curing applying a second coat
of cement slurry using 2.75 kg/ sqm of cement admixed with
water proofing compound conforming to IS : 2645 and
approved by Engineer-in-charge. d) Finishing the surface with
20 mm thick
jointless cement mortar of mix 1:4 (1 cement :4 coarse sand)
admixed with water proofing compound conforming to IS :
2645 and approved by Engineer-in-charge including laying
glass fibre cloth of approved quality in top layer of plaster and
finally finishing the surface with trowel with neat cement slurry
and making pattern of 300x300 mm square 3 mm deep. e) The
whole terrace so finished shall be flooded with water for a
minimum period of two weeks for curing and for final test. All
above operations to be done in order and as directed and
specified by the Engineer-in-Charge :
i
22.7.1
With average thickness of 120mm and minimum thickness at
khurra as 65mm.
Sqm
230.20
80
1019.05
[Type text]
[Type text]
[Type text]
TOTAL (Carried Over to Summary of Civil Works)
ALL DSR SUB- HEAD TOTAL :
NON SCHEDULE ITEM
a)
1
UPVC WINDOW WORK
NSI
a)
a)
i
i
Supplying and installing uPVC- Sliding Windows made out of
Lead free green profile having "GREENLINE" mark of BIS
standard uPVC multichambered sections of wall thickness
2.4mm with corners fusion welded, fully reinforced with
Galvanized steel 1.5/2mm including interlock profile, glazing
bead, grooving bead, brush seal, aluminum sliding track,
stainless steel rollers, sealing wedge block, Espag, int handle,
pop up handle, keeper, drain cap, fisher screws, packing pieces
with all necessary stainlessness screws etc. complete as
directed. The windows must be installed complete with all
kinds of ironmongery including EPDM gaskets, bridging wedges
and glass packers and with suitable water draining system.
Application of silicon sealant from inside / outside of
Dowcorning
/
GE
or
equivalent.
With 5mm clear glass
(a) 2 Track Sliding Window with Flyscreen using uPVC section
of sizes 88mm x 50 mm x 2.4mm thick wall for frame with
inbuilt flyscreen track, 37mm x 61mm x 2.4mm thick wall for
glass sash, 25mm x 49mm x 2.4mm thick wall for flyscreen
sash having 1.5mm thick reinforcement, Interlock: 43mm x
23mm
(Glass
Panel)
(WINSTA KOMMERLING/ FINESTA/ ENCRAFT)
2-Panel with 5mm clear float glass
Sqm
61.68
8000.00
TOTAL (Carried Over to Summary of Civil Works)
B
FINISHING WORK
81
[Type text]
1
2
[Type text]
NSI
NSI
Providing and fixing GI hexagonal chicken wire mesh of size
12mm x22g at the junction of disimilar surfaces of brick
masonry wall and R C C column by beams and the like including
necessary nails for fixing etc, complete all as per specification
and direction of Engineer -in -charge for all floor at
all heights.
Providing and applying two or more coats of approved texture
paint on wall surfaces over a coat of primer including surface
preparation scaffolding etc complete and top surface finished
as per requirement of Architect and Project Manager.
[Type text]
Sqm
67.87
120.00
Sqm
501.68
375.00
82
[Type text]
[Type text]
[Type text]
GUARD ROOMS ( 4 NOS. ) , BOQ - CIVIL WORKS
Sl.
No.
Schedule
Item No.
Description of Work
Unit
Qty.
Rate in
Rs.
Cum
63.12
63.00
Cum
14.57
68.00
Cum
24.56
159.65
Cum
6.24
350.00
Sqm.
128.88
2.70
SCH P.W.D (2013-14)
A
1
2
3
4
5
251*
(4.1.1)
252*
(4.13)
231*(a)
EARTH WORKS
Excavation in foundations in Ordinary Soil (Loam Clay or sand)
including lift upto 1.5m. (5 fts.) and lead upto 30 m. (100 fts.) &
including filling, watering and ramming of excavated Earth into
the trenches or into the Space between the building and sides of
foundation trenches or into the space between the building and
the sides of foundation trenches or into the plinth and removal
and disposal of surplus earth as directed by the engineerincharges upto a distance of 30m. (100fts.) from the foundation
trenches.
Same as in item No. 251 above but excavation in soil mixed with
Moorum,, shingle kanker etc, requiring the use of special T&P
such as pickaxes : sabbals etc.
Cartage of Ballast, Kankar, coal,Grit or Sand etc., including
loading and unloading but excluding stacking on pucca roads. 5th
km.
255*
(4.4)
Sand filling in plinth including Supply of necessary quantity of
sand from a distance not exceeding 8 km. (5 miles) from the site
of work and including watering, ramming,dressing etc. rate to
include cost of all materials, labour and T & P etc. required for
proper completion of the work.
259*
Clearing jungle including uprooting of rank vegetation, grass,
brush wood, trees and saplings of girth upto 30 cm measured at a
height of 1 m above ground level and removal of rubbish upto a
distance of 50 m outside the periphery of the area cleared.
TOTAL (Carried Over to Summary of Civil Works )
B
CONCRETE WORKS
83
[Type text]
1
2
[Type text]
281*
282*
Providing & Laying Cement concrete 1:4:8 (1 cement :4 coarse
sand : 8 graded stone ballast 40mm. Nominal size.) including
supply of all materials, labour and T & P etc. required for proper
completion of the work and curing complete, also including cost
of formwork in foundation and floors.
REINFORCED CEMENT CONCRETE WORK
Cost cement concrete door sills, chaukhats boundary post,
shelves and similar small work with cement, approved coarse
sand and 2 cm. (3/4") gauge approved stone ballast in the
proportion of 1:2:4, excluding supply of reinforcement and its
binding but including its fixing and binding the same with 24
B.W.G.I binding wire and including the cost of binding wire,
moulds and all other materials, labour and T & P etc. required for
proper completion of work.
R.C.C work with cement approved coarse sand and 2 cm. (3/4")
gauge approved stone grit in the proportion of 1:1.5:3 in lintels of
doors and windows excluding supply of reinforcement and its
binding but including its fixing and binding the same with 24
B.W.G.I binding wire and including necessary centering and
shuttering etc. and also including supply of all materials ,labour
and T & P etc. required for proper completion of work. Binding
wire of supplied by the contractor free of cost.
[Type text]
Cum
6.66
4050.00
0.00
Cum
1.50
5450.00
Cum
0.58
6300.00
3
283*
a)
284*
As in item no.283 but RCC for Slabs.
Cum
8.34
6700.00
b)
285*
As in item no.283 but R.C.C in lighter beam i.e having spans up to
6m.
Cum
1.06
6900.00
c)
286*
As in item no.283 but R.C.C in heavier beam i.e having spans up
to 6m.
Cum
6.00
6900.00
d)
287*
Cum
11.31
5500.00
e)
288*
As in item no.283 but RCC in Raft foundation and footing with
4cm gauge stone ballast.
As in item no.283 above but in RCC T-beam, slab, roof and
column.
Cum
10.32
6850.00
TOTAL (Carried Over to Summary of Civil Works)
84
[Type text]
[Type text]
C
[Type text]
BRICK WORK
First Class - 150 brick work in 1:6 cement and fine sand of 1.25
fineness modulus mortar in foundation and plinth including
supply of all materials, labour and tools and plants etc.required
for proper completion of the work.
1
303*
i
305*(b)
(6.1.3)
As in item (303) above, but in 1:4 cement and Coarse sand
mortar.
2
309*
(6.19)
(6.1.6)
As in item (303) to (307) above but in super structure above
including necessary cutting and moulding of brick work as
required and also including honey combed brick in thickness of
wall not to be less than 1. 1/2 brick thick. Add For Extra labour to
above items.
i
310*
ii
310*(a)
0.00
Cum
31.60
4200.00
Cum
31.60
180.00
As in item (309) above, but for wall of one brick thick add for
extra labour.
Cum
29.18
150.0
As in item (309) above, but for wall of half brick (4. 1/2") thick.
Add for extra labour over item no. 310
Cum
2.42
185.0
Qtl.
2.00
6000.00
Qtl.
2.00
6200.00
TOTAL (Carried Over to Summary of Civil Works)
MILD STEEL AND IRON WORK
D
1
2
502*
(10.21)
Mild steel or iron work of small sizes and section such as holding
down bolts, hold fasts. tie. rods, grating etc. (when not including
in an over all rates) wrought to required form including supply of
steel, bolts, nuts and wastage etc. and their fixing required for
proper completion of the work.
503*
(10.22)
Mild Steel & Iron Work in heavy sizes such as trusses, builts up
gates, door frames, record racks, roof work,gates etc, wrought to
required form including drilling holes, rivetting or welding where
necessary and also including supply of steel, bolts, nuts etc. &
their fixing required for proper comletion of the work.
85
[Type text]
3
[Type text]
504*
(10.3.1)
Mild Steel (tor steel or plain) in plain work such as R.C.C or R.B
Work including bending for proper shape and including supply of
steel & its wastage, bend, hooks, and authorised overlapping
shall be measured and including cost of binding wire.
[Type text]
Qtl.
34.81
5900.00
Sqm.
21.00
280.00
Sqm
44.40
130.00
TOTAL (Carried Over to Summary of Civil Works)
FLOORING & DADO WORK
E
1
601*
(14.6.1)
i
605*
(14.5)
2.5cm (1") thick 1:2:4 plain cement concrete floor with cement
,approved coarse sand and 2 cm.(1") graded approved stone grit
,laid in panels finished with 3mm. (1/8") floating coat of neat
cement of cement and marble dust in ratio 5:1 as specified over
and including 8 cm (3") thick base concrete consisting of cement,
fine sand of 1.25 fineness modules and brick ballast 4cm. (1/1/2")
gauge in the propoation of 1:4:8 and removing any overlapping
mortar at the joints of the panels if any and giving them a
uniform finish, including supply of all materials, labour, tools &
plants etc. required for proper completion of the work.
As in item (601) above but floor shall be 4 cm (1.5") thick instead
of 2.5 (1") thick and without base concrete.
TOTAL (Carried Over to Summary of Civil Works)
F
FINISHING WORK
1
12 mm thick Plaster with cement mortar and fine sand 1.25
fineness modules in 1:3 over brick work minimum thickness not
to be less than 1 cm. including supply of all materials, labour,
tools & plants etc. required for proper completion of the work.
582*
86
[Type text]
[Type text]
[Type text]
2
586*
12 mm thick Plaster with cement mortar and fine sand 1.25
fineness modules in 1:6 over brick work minimum thickness not
to be less than 1 cm. including supply of all materials, labour,
tools & plants etc. required for proper completion of the work.
3
587*
Add for extra labour to all items of plaster if done in ceiling.
Sqm
44.40
12.00
4
596*
Add for extra labour and materials for plater over rough face of
one brick wall.
Sqm
219.24
12.00
599*
Providing and mixing approved water proofing materials in
cement mortar for plastering or in concrete work in the
proportion recommended by the manufacturers.
Per
Ltr.
32.54
90.00
600*
Making drip coarse in sun shades or facia with 1:3 cement and
fine sand mortar as per direction of engineer-in-charge including
supply of all materials, labour, tools & plants etc. required for
proper completion of the work.
Per
R.M
35.70
20.00
Sqm
405.66
60.00
5
6
7
649+650
Distempering (first coat) with oil bound distemper of approved
brand and manufacture and of required shade of undecorated
wall surface to give an even shade over and including a priming
coat with cement primer of approved brand and manufacture
such as Berger,J&N, Shalimar, Asian Paint after throughly
brushing the surface free from mortar dropping and other foreign
matters and also including the surface even with plaster of Paris
or approved synthetic materials and sand papered smooth
including supply of all materials, labour, Tools & plants etc.
required
for
proper
competion
of
the
work.
As in item (649) above but for every coat after the first coat.
Sqm
361.25
105.00
87
[Type text]
8
i
[Type text]
660*
661*
Finishing wall with waterproof cement Paint of apporved make
and quality on new work with two coats to give an even shade,
including supply of all materials,labour and T & P etc. required for
proper completion of the work.
Same as in item no. 660 but for each coat of water proof cement
paint after the first two coats to give an even shade.
[Type text]
Sqm
40.00
45.00
Sqm
40.00
18.00
sqm
175.04
110.00
TOTAL (Carried Over to Summary of Civil Works)
H
19.02
19
New
Item
MISCELLANEOUS
Providing and injecting chemical for preconstruction antitermite
treatment and creating and chemical barrier under and arround
the column pits wall trenches basement excavation top surface in
plinth filling junction of wall and floor, along the external per
meter of binding expansion joints surrounding or pipes and
conduit etc. complete (plinth area of the building at ground floor
only shall be measured as per I.S 6313 (part II 1981) Aldrine
emulsifiable concentrate or any other approved material such as
heptachlor of chlordane will be used. The rate of application of
chemical emulsion shall be as follows:1. Treatment for massonary and foundation 5 litres per sqm.
2.Backfill in immediate contact with foundation 7.5 litres per
sqm.
3. Treatment of surface of plinth filling 5 litres per sqm
4. Treatment of soil along external parameter of Building
7.5
litres per sqm.
5. Treatment of soil under external parameter 5 litres per sqm.
TOTAL (Carried Over to Summary of Civil Works)
ALL SCH P.W.D SUB- HEAD TOTAL :
DSR-2014
88
[Type text]
[Type text]
A
4.0
1
4.17
CONCRETE WORKS
Making plinth protection 50mm thick of cement concrete 1:3:6 (1
cement :3 coarse sand : 6graded stone aggregate 20mm nominal
size) over 75mm bed by dry brick ballast 40mm nominal size well
rammed and consolidated and grouted with fine sand including
finishing the top smooth
[Type text]
Sqm.
52.92
419.30
Sqm
21.00
69.50
Sqm.
7.56
3907.40
metre
12.60
247.40
TOTAL (Carried Over to Summary of Civil Works)
B
6.0
1
6.15
BRICK WORK
Extra for providing and placing in position 2 Nos. 6mm dia. M.S.
bars at every third course of half brick masonry (with F.P.S.
bricks).
TOTAL (Carried Over to Summary of Civil Works)
C
8.0
1
8.2
i
8.2.2
8.2.2.2
2
8.4
MARBLE & GRANITE WORK
Providing and fixing 18mm thick gang saw cut ( premoulded and
prepolished) machine cut for kitchen platforms, vanity counters,
window sills , facias and similar locations of required size of
approved shade, colour and texture laid over 20mm thick base
cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated
with white cement, mixed with matching pigment, epoxy touch
ups, including rubbing, curing, moulding and polishing to edge to
give high gloss finish etc. complete at all levels.
Granite of any colour and shade.
Area of slab over 0.50 Sqm.( For Counter)
Extra for fixing marble / granite stone over and above
corresponding basic item, in facia and drops of width upto
150mm with epoxy resin baesd adhesive including cleaning etc.
complete.
TOTAL (Carried Over to Summary of Civil Works)
D
9.0
WOOD & PVC WORK
89
[Type text]
[Type text]
1
9.95
i
9.95.1
2
9.96
i
9.96.1
3
4
9.83
9.99
5
9.97
i
9.97.1
ii
9.97.5
6
9.100
i
ii
9.100.1
9.100.2
7
9.101
[Type text]
Providing and fixing ISI marked aluminium butt hinges anodised
(anodic coating not less than grade AC 10 as per IS : 1868)
transparent
or
dyed
to required colour or shade with necessary screws etc. complete:
125x75x4 mm
each
Providing and fixing aluminium sliding door bolts, ISI marked
anodised (anodic coating not less than grade AC 10 as per IS :
1868),
transparent
or
dyed
to
required colour or shade, with nuts and screws etc. complete :
24.00
108.85
0.00
300x16 mm
each
4.00
229.65
Providing and fixing IS : 3564 marked Aluminium die cast body
tubular type universal hydraulic door closer with necessary
accessories and screws etc. complete.
each
4.00
753.75
each
4.00
169.20
Providing and fixing 50 cm long aluminium kicking plate of size
100x3.15 mm, anodised (anodic coating not less than grade AC
10 as per IS : 1868) transparent or dyed to required colour or
shade, with necessary screws etc. complete.
Providing and fixing aluminium tower bolts ISI marked anodised
(anodic coating not less than grade AC 10 as per IS : 1868 )
transparent or dyed to required colour or shade with necessary
screws etc. complete :
300x10 mm
100x10 mm
0.00
each
8.00
112.10
each
32.00
52.35
Providing and fixing aluminium handles of approved make
anodized (anodic coating not less than grade AC 10 as per IS :
1868) transparent or dyed to required colour or shade with
necessry screws etc. complete.
125 mm
100mm
Providing and fixing aluminium hanging floor door stopper ISI
marked anodised (anodic coating not less than grade AC 10 as
per IS : 1868) transparent or dyed to required colour and shade
with necessary screws etc. complete.
0.00
each
each
8.00
32.00
0.00
90
69.80
55.10
[Type text]
i
8
[Type text]
9.101.1
9.103
Single rubber stopper
Providing & fixing bright finished brass 100 mm mortice latch and
lock ISI marked with six levers and a pair of anodised (anodic
coating not less than grade AC 10 as per IS :1868) aluminium
lever handles with necessary screws etc. complete.
[Type text]
each
4.00
37.50
each
4.00
815.45
Sqm
48.56
1405.95
Rmt.
58.80
143.10
each
8.00
186.65
TOTAL (Carried Over to Summary of Civil Works)
E
11.0
1
11.41
i
11.41.2
FLOORING & DADO WORK
Providing & Laying vitrified floor tiles in different sizes ( thickness
to be specified by the manufacturer) with water absorption's less
than 0.08% and confirming to IS : 15622 of approved make in all
colours and shades, laid on 20mm thick cement mortar 1:4 (1
cement : 4 coarse sand) including grouting the joints with white
cement and matching pigments etc, complete.
Size of Tile 60 x 60 cm
TOTAL (Carried Over to Summary of Civil Works)
F
12.0
1
12.21
i
12.21.1
2
12.22
ROOF & FALSE CEILING WORK
Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2
coarse sand : 4 stone aggregate 10mm and down gauge)
including finishing with cement mortar 1:3 (1 cement : 3 fine
sand) as per standard design.
In 75x75mm deep chase.
Making khurras 45x45 cm with average minimum thickness of 5
cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded
stone aggregate of 20 mm nominal size) over P.V.C. sheet
1mx1mx400micron, finished with 12mm cement plaster 1:3 (1
cement : 3 coarse sand) and a coat of neat cement, rounding the
edges and making and finishing the outlet complete.
91
[Type text]
[Type text]
[Type text]
TOTAL (Carried Over to Summary of Civil Works)
G
1
2
3
i
4
13.0
FINISHING WORK
13.26
Providing and applying plaster of paris putty of average thickness
2 mm over the plastered wall surface to prepare the surface even
and smooth complete
13.43.1
13.48
13.48.3
13.80
Applying one coat of water thinnable cement primer of approved
brand and manufacture on wall surface. Water thinnable cement
primer.
Sqm
44.40
110.95
Sqm
405.66
35.85
Finishing walls with Deluxe Multi surface paint system for
interiors and exteriors using Primer as per manufacturers
specifications :
Painting Steel work with Deluxe Multi Surface Paint to give an
even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an
under coat of primer applied @ 0.80 ltr/ 10 sqm of approved
brand and manufacture
Providing and applying white cement based putty of average
thickness 1 mm, of approved brand and manufacturer, over the
plastered wall surface to prepare the surface even and smooth
complete
0.00
Sqm
20.00
90.00
Sqm
142.01
89.65
TOTAL (Carried Over to Summary of Civil Works)
H
21.0
ALUMINIUM WORK
92
[Type text]
[Type text]
1
21.1
a)
21.1.1
Providing and fixing aluminium work for doors, windows,
ventilators and partitions with extruded built up standard tubular
sections/appropriate Z sections and other sections of approved
make conforming to IS: 733 and IS : 1285, fixed with rawl plugs
and screws or with fixing clips, or with expansion hold fasteners
including necessary filling up of gaps at junctions, at top, bottom
and sides with required PVC/neoprene felt etc. Aluminium
sections shall be smooth, rust free, straight, mitred and jointed
echanically wherever required including cleat angle, Aluminium
snap beading for glazing / paneling, C.P. brass / stainless steel
screws, all complete as per architectural drawings and the
directions of Engineer-in-charge. Glazing and paneling to be paid
for separately) :
21.1.1.2
For fixed portion.
Powder coated aluminium (minimum thickness of powder
coating 50 micron)
b)
21.1.2
For shutters of doors, windows & ventilators including providing
and fixing hinges/ pivots and making provision for fixing of
fittings wherever required including the cost of EPDM rubber /
neoprene gasket required (Fittings shall be paid for separately)
i
21.1.2.2
Powder coated aluminium (minimum thickness of powder
coating 50 micron)
i
c)
21.3
i
21.3.2
[Type text]
0.00
0.00
KG
377.75
0.00
KG
Providing and fixing glazing in aluminium door, window,
ventilator shutters and partitions etc. with EPDM rubber /
neoprene gasket etc. complete as per the architectural drawings
and the directions of engineer-in-charge . (Cost of aluminium
snap beading shall be paid in basic item):
With float glass panes of 5.50 mm thickness
50.01
52.57
435.75
0.00
Sqm
4.41
93
1054.2
[Type text]
[Type text]
[Type text]
Providing and fixing 12 mm thick prelaminated particle board flat
pressed three layer or graded wood particle board conforming to
IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors,
windows shutters and partition frames with C.P. brass / stainless
steel screws etc. complete as per architectural drawings and
directions of engineer-in-charge.
d)
21.2
i
21.2.2
Pre-laminated particle board with decorative lamination on both
sides
2
21.8
Filling the gap in between aluminium frame and adjacent
RCC/Brickwork/ Stone Work by providing weather silicon sealant
over backer rod of approved quality as per architectural drawings
and direction of Engineer-in-charge
i
21.8.1
Upto 5mm depth and 5mm width
0.00
Sqm
4.41
0.00
metre
84.84
TOTAL (Carried Over to Summary of Civil Works)
I
22.0
1089.75
WATER PROOFING
94
88.75
[Type text]
1
[Type text]
22.7
[Type text]
Providing and laying integral cement based water proofing
treatment including preparation of surface as required for
treatment of roofs, balconies, terraces etc consisting of following
operations: a) Applying a slurry coat of neat cement using 2.75
kg/sqm of cement admixed with water proofing compound
conforming to IS. 2645 and approved by Engineer-in-charge over
the RCC slab including adjoining walls upto 300 mm height
including cleaning the surface before treatment. b) Laying brick
bats with mortar using broken bricks/brick bats 25 mm to 115
mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse
sand) admixed with water proofing compound conforming to IS :
2645 and approved by Engineer-in-charge over 20 mm thick layer
of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed
with water proofing compound conforming to IS : 2645 and
approved by Engineer-in-charge to required slope and treating
similarly the adjoining walls upto 300 mm height including
rounding of junctions of walls and slabs c) After two days of
proper curing applying a second coat of cement slurry using 2.75
kg/ sqm of cement admixed with water proofing compound
conforming to IS : 2645 and approved by Engineer-in-charge. d)
Finishing the surface with 20 mm thick
jointless cement mortar of mix 1:4 (1 cement :4 coarse sand)
admixed with water proofing compound conforming to IS : 2645
and approved by Engineer-in-charge including laying glass fibre
cloth of approved quality in top layer of plaster and finally
finishing the surface with trowel with neat cement slurry and
making pattern of 300x300 mm square 3 mm deep. e) The whole
terrace so finished shall be flooded with water for a minimum
period of two weeks for curing and for final test. All above
operations to be done in order and as directed and specified by
the Engineer-in-Charge :
i
22.7.1
With average thickness of 120mm and minimum thickness at
khurra as 65mm.
Sqm
50.40
95
1019.05
[Type text]
[Type text]
[Type text]
TOTAL (Carried Over to Summary of Civil Works)
ALL DSR SUB- HEAD TOTAL :
NON SCHEDULE ITEM
a)
1
UPVC WINDOW WORK
NSI
a)
a)
i
i
Supplying and installing uPVC- Sliding Windows made out of
Lead free green profile having "GREENLINE" mark of BIS standard
uPVC multichambered sections of wall thickness 2.4mm with
corners fusion welded, fully reinforced with Galvanized steel
1.5/2mm including interlock profile, glazing bead, grooving bead,
brush seal, aluminum sliding track, stainless steel rollers, sealing
wedge block, Espag, int handle, pop up handle, keeper, drain cap,
fisher screws, packing pieces with all necessary stainlessness
screws etc. complete as directed. The windows must be installed
complete with all kinds of ironmongery including EPDM gaskets,
bridging wedges and glass packers and with suitable water
draining system. Application of silicon sealant from inside /
outside
of
Dowcorning
/
GE
or
equivalent.
With 5mm clear glass
(a) 2 Track Sliding Window with Flyscreen using uPVC section of
sizes 88mm x 50 mm x 2.4mm thick wall for frame with inbuilt
flyscreen track, 37mm x 61mm x 2.4mm thick wall for glass sash,
25mm x 49mm x 2.4mm thick wall for flyscreen sash having
1.5mm thick reinforcement, Interlock: 43mm x 23mm (Glass
Panel)
(WINSTA KOMMERLING/ FINESTA/ ENCRAFT)
2-Panel with 5mm clear float glass
Sqm
18.90
TOTAL (Carried Over to Summary of Civil Works)
B
FINISHING WORK
96
8000.00
[Type text]
1
2
[Type text]
NSI
NSI
Providing and fixing GI hexagonal chicken wire mesh of size
12mm x22g at the junction of disimilar surfaces of brick masonry
wall and R C C column by beams and the like including necessary
nails for fixing etc, complete all as per specification and direction
of
Engineer
-in
-charge
for
all
floor
at
all heights.
Providing and applying two or more coats of approved texture
paint on wall surfaces over a coat of primer including surface
preparation scaffolding etc complete and top surface finished as
per requirement of Architect and Project Manager.
[Type text]
Sqm
52.92
120.00
Sqm
219.24
375.00
97
[Type text]
[Type text]
[Type text]
ROAD & HORTICULTURE , BOQ - CIVIL WORKS
Sl. No.
Schedule
Item No.
Description of Work
Unit
Qty.
Rate in Rs.
Cum
6772.50
63.00
252*
(4.13)
Same as in item No. 251 above but excavation in
soil mixed with Moorum,, shingle kanker etc,
requiring the use of special T&P such as pickaxes :
sabbals etc.
Cum
220.00
68.00
231*(a)
Cartage of Ballast, Kankar, coal,Grit or Sand etc.,
including loading and unloading but excluding
stacking on pucca roads. 5th km.
Cum
1688.73
159.65
Cum
672.00
350.00
Sqm.
28204.10
2.70
SCH P.W.D (2013-14)
A
1
2
3
251*
(4.1.1)
4
255*
(4.4)
5
259*
EARTH WORKS
Excavation in foundations in Ordinary Soil (Loam
Clay or sand) including lift upto 1.5m. (5 fts.) and
lead upto 30 m. (100 fts.) & including filling,
watering and ramming of excavated Earth into the
trenches or into the Space between the building
and sides of foundation trenches or into the space
between the building and the sides of foundation
trenches or into the plinth and removal and
disposal of surplus earth as directed by the
engineer-incharges upto a distance of 30m.
(100fts.) from the foundation trenches.
Sand filling in plinth including Supply of necessary
quantity of sand from a distance not exceeding 8
km. (5 miles) from the site of work and including
watering, ramming,dressing etc. rate to include
cost of all materials, labour and T & P etc. required
for proper completion of the work.
Clearing jungle including uprooting of rank
vegetation, grass, brush wood, trees and saplings
of girth upto 30 cm measured at a height of 1 m
above ground level and removal of rubbish upto a
distance of 50 m outside the periphery of the area
cleared.
TOTAL (Carried Over to Summary of Civil Works )
B
CONCRETE WORKS
98
[Type text]
1
2
[Type text]
281*
282*
Providing & Laying Cement concrete 1:4:8 (1
cement :4 coarse sand : 8 graded stone ballast
40mm. Nominal size.) including supply of all
materials, labour and T & P etc. required for proper
completion of the work and curing complete, also
including cost of formwork in foundation and
floors.
REINFORCED CEMENT CONCRETE WORK
Cost cement concrete door sills, chaukhats
boundary post, shelves and similar small work with
cement, approved coarse sand and 2 cm. (3/4")
gauge approved stone ballast in the proportion of
1:2:4, excluding supply of reinforcement and its
binding but including its fixing and binding the
same with 24 B.W.G.I binding wire and including
the cost of binding wire, moulds and all other
materials, labour and T & P etc. required for proper
completion of work.
[Type text]
Cum
1354.50
4050.00
Cum
461.43
5450.00
TOTAL (Carried Over to Summary of Civil Works)
C
BRICK WORK
First Class - 150 brick work in 1:6 cement and fine
sand of 1.25 fineness modulus mortar in
foundation and plinth including supply of all
materials, labour and tools and plants etc.required
for proper completion of the work.
1
303*
i
305*(b)
(6.1.3)
As in item (303) above, but in 1:4 cement and
Coarse sand mortar.
Cum
15.00
4200.00
2
309*
(6.19)
(6.1.6)
As in item (303) to (307) above but in super
structure above including necessary cutting and
moulding of brick work as required and also
including honey combed brick in thickness of wall
not to be less than 1. 1/2 brick thick. Add For Extra
labour to above items.
Cum
15.00
180.00
i
310*
As in item (309) above, but for wall of one brick
thick add for extra labour.
Cum
15.00
150.0
TOTAL (Carried Over to Summary of Civil Works)
99
[Type text]
[Type text]
MILD STEEL AND IRON WORK
D
1
2
[Type text]
502*
(10.21)
503*
(10.22)
Mild steel or iron work of small sizes and section
such as holding down bolts, hold fasts. tie. rods,
grating etc. (when not including in an over all rates)
wrought to required form including supply of steel,
bolts, nuts and wastage etc. and their fixing
required for proper completion of the work.
Mild Steel & Iron Work in heavy sizes such as
trusses, builts up gates, door frames, record racks,
roof work,gates etc, wrought to required form
including drilling holes, rivetting or welding where
necessary and also including supply of steel, bolts,
nuts etc. & their fixing required for proper
comletion of the work.
Qtl.
0.50
6000.00
Qtl.
5.00
6200.00
TOTAL (Carried Over to Summary of Civil Works)
F
FINISHING WORK
1
586*
12 mm thick Plaster with cement mortar and fine
sand 1.25 fineness modules in 1:6 over brick work
minimum thickness not to be less than 1 cm.
including supply of all materials, labour, tools &
plants etc. required for proper completion of the
work.
Sqm
845.75
105.00
2
596*
Add for extra labour and materials for plater over
rough face of one brick wall.
Sqm
845.75
12.00
Per Ltr.
60.89
90.00
Sqm
95.00
45.00
Sqm
95.00
18.00
3
4
i
599*
660*
661*
Providing and mixing approved water proofing
materials in cement mortar for plastering or in
concrete work in the proportion recommended by
the manufacturers.
Finishing wall with waterproof cement Paint of
apporved make and quality on new work with two
coats to give an even shade, including supply of all
materials,labour and T & P etc. required for proper
completion of the work.
Same as in item no. 660 but for each coat of water
proof cement paint after the first two coats to give
an even shade.
100
[Type text]
[Type text]
[Type text]
TOTAL (Carried Over to Summary of Civil Works)
ALL SCH P.W.D SUB- HEAD TOTAL :
DSR-2014
A
2.0
1
2.25
EARTH WORKS
Filling available excavated earth (excluding rock) in
trenches, plinth, sides of foundations etc. in layers
not exceeding 20cm in depth, consolidating each
deposited layer by ramming and watering, lead up
to 50 m and lift upto 1.5 m.
Cum
8461.23
112.40
Cum
47.01
4004.00
Cum
2.50
39022.00
TOTAL (Carried Over to Summary of Civil Works)
B
4.0
1
4.1
i
4.1.10
CONCRETE WORKS
Providing and laying in position cement concrete of
specified grade excluding the cost of centering and
shuttering - All work up to plinth level :
1:5:10 (1 cement : 5 coarse sand : 10 graded stone
aggregate 40 mm nominal size)
TOTAL (Carried Over to Summary of Civil Works)
C
7.0
1
7.32
i
7.32.2
STONE WORK
Stone work, plain in copings, cornices, string
courses and plinth courses, upto 75 mm thick in
Cement mortar 1:6 (1 cement : 6 coarse sand),
including pointing with white cement mortar 1:2 (1
white cement : 2 stone dust) with an admixture of
pigment matching the stone shade.
White sand stone
101
[Type text]
[Type text]
2
8.12
i
a)
[Type text]
Providing and laying flamed finish Granite stone
flooring in required design and patterns, in linear
as well as curvilinear portions of the building all
complete as per the architectural drawings with 18
mm thick stone slab over 20 mm (average) thick
base of cement mortar 1:4 (1 cement : 4 coarse
sand) laid and jointed with cement slurry and
pointing with white cement slurry admixed with
pigment of matching shade including rubbing,
curing and polishing etc. all complete as specified
and as directed by the Engineerin- Charge :
Flamed finish granite stone slab Jet Black, Cherry
Red, Elite Brown, Cat Eye or equivalent.
Sqm
550.00
3244.35
Sqm
13545.00
81.29
metre
450.00
124.30
TOTAL (Carried Over to Summary of Civil Works)
D
16.0
1
16.1
ROAD WORK
Preparation and consolidation of sub grade with
power road roller of 8 to 12 tonne capacity after
excavating earth to an average of 22.5 cm. depth,
dressing to camber and consolidating with road
roller including making good the undulations etc.
and re-rolling the sub grade and disposal of surplus
earth lead upto 50 metres.
2
16.7
Brick edging in full brick width and half brick depth
including excavation, refilling and disposal of
surplus earth lead upto 50 metres.
i
16.7.1
With common burnt clay F.P.S. (non modular)
bricks of class designation 7.5
102
[Type text]
[Type text]
[Type text]
Providing and laying design mix cement concrete of
M-30 grade, in roads/ taxi tracks/ runways, using
cement content as per design mix, using coarse
sand and graded stone aggregate of 40 mm
nominal size in appropriate proportions as per
approved & specified design criteria, providing
dowel bars with sleeve/ tie bars wherever
required, laying at site, spreading and compacting
mechanically by using needle and surface
vibrators, levelling to required slope/ camber,
finishing with required texture, including steel
form work with sturdy M.S. channel sections,
curing, making provision for contraction/
expansion, construction & longitudinal joints ( 10
mm wide x 50 mm deep) by groove cutting
machine, providing and filling joints with approved
joint filler and sealants, complete all as per
direction
of
Engineerincharge (Item of joint fillers, sealants, dowel bars
with sleeve/ tie bars to be paid separately).
Note:- Cement content considered in M-30 is @
340 kg/cum. Excess/ less cement used as per
design mix is payable/ recoverable separately.
3
16.43
i
16.43.1
Cement concrete prepared with batch mixing
machine
Cum
1716.75
6795.00
16.44
Extra for providing and mixing hardening
compound of approved quality as per
manufacturer’s specification in cement concrete.
litre
953.75
46.45
per cm
depth
per cm
width
per m
length
1055.25
2.45
depth
per
cm
width
per m
length
1055.25
2.05
4
Providing and fixing in position pre-moulded joint
filler in expansion joints.
5
16.45
6
16.46
Providing and laying in position bitumen hot
sealing compound for expansion joints etc.
Using grade ‘A’ sealing compound. per cm
i
16.46.1
PAINTING ROAD / RUNWAY MARKING
103
[Type text]
7
[Type text]
16.47
16.47.1
8
9
10
[Type text]
Painting runway/taxi track/apron marking with
adequate no. of coats to give uniform finish with
road marking paint of superior make as approved
by the Engineer-in-charge i/c cleaning the surface
of all dirt, scales, oil, grease and other foreign
material etc. and lining out complete.
New work (Two or more coats)
Making bell mouth opening/ entrance of size
100x50x50cm for drainage pipe under footpath
including providing cement concrete 1:3:6 (1
cement : 3 coarse sand : 6 graded stone aggregate
20mm nominal size) for shape of bell mouth
including plastering providing and fixing precast
R.C.C./ S.F.R.C. slab including plastering with
cement mortar 1:3 (1 cement : 3 fine sand) of 6
mm thickness on exposed surface of the slab & bell
mouth including centring, shuttering & neat
cement punning inside the bell mouth etc. all
complete.
Sqm
450.00
109.30
Each
150.00
1807.85
16.68
Providing and laying 60mm thick factory made
cement concrete interlocking paver block of M -30
grade made by block making machine with strong
vibratory compaction and of approved size and
design/ shape laid in required colour and pattern
over and including 50mm thick compacted bed of
course sand, filling the joints with fine sand etc. all
complete as per the direction of Engineer-incharge.
SQM
2000.00
602.2
16.69
Providing and laying at or near ground level factory
made kerb stone of M-25 grade cement in position
to the required line, level and curvature jointed
with cement mortar 1:3 (1 cement: 3 coarse sand)
including making joints with or without grooves
(thickness of joints except at sharp curve shall not
to more than 5mm) including making drainage
opening wherever required complete etc. as per
direction of Engineer-in-charge (length of finished
kerb edging shall be measured for payment).
(Precast C.C. kerb stone shall be approved by
Engineer-in-charge).
cum
87.00
5,295.90
rmt
39.80
624.6
16.49
11
19.3
i
19.3.4
Providing and laying cement concrete 1:5:10 (1
cement : 5 coarse sand : 10 graded stone
aggregate 40 mm nominal size) up to haunches of
S.W. pipes including bed concrete as per standard
design :
250 mm diameter S.W. pipe
104
[Type text]
[Type text]
12
19.6
i
19.6.3
Providing and laying non-pressure NP2 class (light
duty) R.C.C. pipes with collars jointed with stiff
mixture of cement mortar in the proportion of 1:2
(1 cement : 2 fine sand) including testing of joints
etc. complete :
250 mm dia. R.C.C. pipe
[Type text]
rmt
39.80
468.6
cum
1200.00
308.35
cum
1200.00
167.60
cum
950.00
17.25
100
sqm
125.25
841.25
100sqm
150
1626.75
TOTAL (Carried Over to Summary of Civil Works)
E
23
1
23.2
2
i
23.4.1
3
23.9
4
23.10
i
23.10.1
5
23.11
HORTICULTURE & LANDSCAPING
Supplying and stacking of good earth at site
including royalty and carriage upto 1 km (earth
measured in stacks will be reduced by 20% for
payment).
Supplying and stacking at site dump manure from
approved source, including carriage upto 1 km
(manure measured in stacks will be reduced by 8%
for payment)
Screened through sieve of I.S. designation 20mm
Mixing earth and sludge or manure in
proportion specified or directed.
Grassing with ‘Doob’ grass including watering and
maintenance of the lawn for 30 days or more till
the grass forms a thick lawn free from weeds and
fit for mowing including supplying good earth if
needed (the good earth shall be paid for
separately).
In rows 5 cm apart in either direction.
Renovating lawns including weeding, cheeling the
grass, forking the ground, top dressing with sludge
or manure, mixing the same with forked soil,
watering and maintaining the lawn for 30 days or
more till the grass forms a thick lawn free from
weeds and fit for mowing and disposal of rubbish
as directed, including supplying good earth if
needed but excluding the cost of sludge or manure
(the good earth shall be paid for separately).
105
[Type text]
6
[Type text]
23.13
Preparation of beds for hedging and shrubbery by
excavating 60cm deep and trenching the excavated
base to a further depth of 30cm, refilling the
excavated earth after breaking clods and mixing
with sludge or manure in the ratio of 8:1 (8 parts of
stacked
[Type text]
cum
750.00
105.20
106
[Type text]
[Type text]
[Type text]
AMPHITHEATER & SEATING STEPS AROUND HOCKEY FIELD , BOQ - CIVIL WORKS
Sl. Schedule
No. Item No.
Description of Work
Unit
Qty.
Rate in
Rs.
Cum
637.23
63.00
Cum
147.05
68.00
Cum
287.35
159.65
Cum
10.00
350.00
288.75
2.70
SCH P.W.D (2013-14)
A
1
2
3
4
6
251*
(4.1.1)
252*
(4.13)
231*(a)
EARTH WORKS
Excavation in foundations in Ordinary Soil (Loam Clay or sand)
including lift upto 1.5m. (5 fts.) and lead upto 30 m. (100 fts.) &
including filling, watering and ramming of excavated Earth into
the trenches or into the Space between the building and sides of
foundation trenches or into the space between the building and
the sides of foundation trenches or into the plinth and removal
and disposal of surplus earth as directed by the engineerincharges upto a distance of 30m. (100fts.) from the foundation
trenches.
Same as in item No. 251 above but excavation in soil mixed with
Moorum,, shingle kanker etc, requiring the use of special T&P
such as pickaxes : sabbals etc.
Cartage of Ballast, Kankar, coal,Grit or Sand etc., including
loading and unloading but excluding stacking on pucca roads. 5th
km.
255*
(4.4)
Sand filling in plinth including Supply of necessary quantity of
sand from a distance not exceeding 8 km. (5 miles) from the site
of work and including watering, ramming,dressing etc. rate to
include cost of all materials, labour and T & P etc. required for
proper completion of the work.
259*
Clearing jungle including uprooting of rank vegetation, grass,
brush wood, trees and saplings of girth upto 30 cm measured at a
height of 1 m above ground level and removal of rubbish upto a
distance of 50 m outside the periphery of the area cleared.
Sqm.
TOTAL (Carried Over to Summary of Civil Works )
107
[Type text]
B
1
281*
[Type text]
CONCRETE WORKS
Providing & Laying Cement concrete 1:4:8 (1 cement :4 coarse
sand : 8 graded stone ballast 40mm. Nominal size.) including
supply of all materials, labour and T & P etc. required for proper
completion of the work and curing complete, also including cost
of formwork in foundation and floors.
[Type text]
Cum
49.02
4050.00
REINFORCED CEMENT CONCRETE WORK
R.C.C work with cement approved coarse sand and 2 cm. (3/4")
gauge approved stone grit in the proportion of 1:1.5:3 in lintels of
doors and windows excluding supply of reinforcement and its
binding but including its fixing and binding the same with 24
B.W.G.I binding wire and including necessary centering and
shuttering etc. and also including supply of all materials ,labour
and T & P etc. required for proper completion of work. Binding
wire of supplied by the contractor free of cost.
2
283*
a)
284*
As in item no.283 but RCC for Slabs.
Cum
64.18
6700.00
b)
285*
As in item no.283 but R.C.C in lighter beam i.e having spans up to
6m.
Cum
5.46
6900.00
c)
286*
As in item no.283 but R.C.C in heavier beam i.e having spans up
to 6m.
Cum
164.12
6900.00
d)
287*
Cum
159.77
5500.00
e)
288*
As in item no.283 but RCC in Raft foundation and footing with
4cm gauge stone ballast.
As in item no.283 above but in RCC T-beam, slab, roof and
column.
Cum
273.68
6850.00
Cum
51.87
4200.00
TOTAL (Carried Over to Summary of Civil Works)
C
1
303*
i
305*(b)
(6.1.3)
BRICK WORK
First Class - 150 brick work in 1:6 cement and fine sand of 1.25
fineness modulus mortar in foundation and plinth including
supply of all materials, labour and tools and plants etc.required
for proper completion of the work.
As in item (303) above, but in 1:4 cement and Coarse sand
mortar.
108
[Type text]
[Type text]
2
309*
(6.19)
(6.1.6)
As in item (303) to (307) above but in super structure above
including necessary cutting and moulding of brick work as
required and also including honey combed brick in thickness of
wall not to be less than 1. 1/2 brick thick. Add For Extra labour to
above items.
i
310*
As in item (309) above, but for wall of one brick thick add for
extra labour.
[Type text]
Cum
51.87
180.00
Cum
51.87
150.0
Qtl.
0.50
6000.00
Qtl.
0.50
6200.00
TOTAL (Carried Over to Summary of Civil Works)
MILD STEEL AND IRON WORK
D
1
2
3
502*
(10.21)
Mild steel or iron work of small sizes and section such as holding
down bolts, hold fasts. tie. rods, grating etc. (when not including
in an over all rates) wrought to required form including supply of
steel, bolts, nuts and wastage etc. and their fixing required for
proper completion of the work.
503*
(10.22)
Mild Steel & Iron Work in heavy sizes such as trusses, builts up
gates, door frames, record racks, roof work,gates etc, wrought to
required form including drilling holes, rivetting or welding where
necessary and also including supply of steel, bolts, nuts etc. &
their fixing required for proper comletion of the work.
504*
(10.3.1)
Mild Steel (tor steel or plain) in plain work such as R.C.C or R.B
Work including bending for proper shape and including supply of
steel & its wastage, bend, hooks, and authorised overlapping
shall be measured and including cost of binding wire.
Qtl.
1314.21 5900.00
TOTAL (Carried Over to Summary of Civil Works)
E
FLOORING & DADO WORK
109
[Type text]
1
601*
(14.6.1)
i
605*
(14.5)
[Type text]
[Type text]
2.5cm (1") thick 1:2:4 plain cement concrete floor with cement
,approved coarse sand and 2 cm.(1") graded approved stone grit
,laid in panels finished with 3mm. (1/8") floating coat of neat
cement of cement and marble dust in ratio 5:1 as specified over
and including 8 cm (3") thick base concrete consisting of cement,
fine sand of 1.25 fineness modules and brick ballast 4cm. (1/1/2")
gauge in the propoation of 1:4:8 and removing any overlapping
mortar at the joints of the panels if any and giving them a
uniform finish, including supply of all materials, labour, tools &
plants etc. required for proper completion of the work.
As in item (601) above but floor shall be 4 cm (1.5") thick instead
of 2.5 (1") thick and without base concrete.
Sqm.
10.00
280.00
TOTAL (Carried Over to Summary of Civil Works)
E
FINISHING WORK
1
586*
12 mm thick Plaster with cement mortar and fine sand 1.25
fineness modules in 1:6 over brick work minimum thickness not
to be less than 1 cm. including supply of all materials, labour,
tools & plants etc. required for proper completion of the work.
Sqm
336.42
105.00
2
596*
Add for extra labour and materials for plater over rough face of
one brick wall.
Sqm
336.42
12.00
Per
Ltr.
24.22
90.00
Sqm
150.00
45.00
3
4
599*
660*
Providing and mixing approved water proofing materials in
cement mortar for plastering or in concrete work in the
proportion recommended by the manufacturers.
Finishing wall with waterproof cement Paint of apporved make
and quality on new work with two coats to give an even shade,
including supply of all materials,labour and T & P etc. required for
proper completion of the work.
110
[Type text]
i
661*
[Type text]
Same as in item no. 660 but for each coat of water proof cement
paint after the first two coats to give an even shade.
[Type text]
Sqm
150.00
18.00
59.4
419.30
165.00
159.05
TOTAL (Carried Over to Summary of Civil Works)
ALL SCH P.W.D SUB- HEAD TOTAL :
DSR-2014
A
4.0
1
4.17
2
5.11
i
5.11.1
CONCRETE WORKS
Making plinth protection 50mm thick of cement concrete 1:3:6 (1
cement :3 coarse sand : 6graded stone aggregate 20mm nominal
size) over 75mm bed by dry brick ballast 40mm nominal size well
rammed and consolidated and grouted with fine sand including Sqm.
finishing the top smooth
Extra for additional height in centering, shuttering where ever
required with adequate bracing, propping etc., including cost of
de-shuttering
and
decentering at all levels, over a height of 3.5 m, for every
additional height of 1 metre or part thereof (Plan area to be
measured).
Suspended floors, roofs, landing, beams and balconies (Plan area
to be measured)
Sqm.
TOTAL (Carried Over to Summary of Civil Works)
B
STONE WORK
111
[Type text]
4
16.86
i
16.86.1
[Type text]
[Type text]
Providing and laying gang saw cut 18 mm thick, mirror polished
pre moulded and pre polished machine cut granite stone of
required size and shape of approved shade, colour and texture in
footpath, flooring cut granite stone of required size and shape of
approved shade, colour and texture in footpath, flooring in road
side plazas and similar locations, laid over 20mm thick base of
cement mortar 1:4 (1cement : 4 coarse sand) including grouting
the joints with white cement mixed with matching pigment,
epoxy touch ups etc. complete as per direction of Engineer-inCharge.
Area less than .50 sqm.
Sqm.
972.91
3148.55
each
150.00
86.75
KG
7970.51
619.40
TOTAL (Carried Over to Summary of Civil Works)
C
10.0
1
10.27
I
10.27.3
2
10.28
STEEL WORK
Providing and fixing carbon steel galvanised ( minimum coating 5
micron) dash fastener of 10 mm dia double threaded 6.8 grade
(yield strength 480 N/mm2), counter sunk head, comprising of 10
m dia polyamide PA 6 grade sleeve, including drilling of hole in
frame , concrete/ masonry, etc. as per direction of Engineer-incharge.
10 x 120 mm
Providing and fixing stainless steel ( Grade 304) railing made of
Hollow tubes, channels, plates etc., including welding, grinding,
buffing, polishing and making curvature (wherever required) and
fitting the same with necessary stainless steel nuts and bolts
complete, i/c fixing the railing with necessary accessories &
stainless steel dash fasteners , stainless steel bolts etc., of
required size, on the top of the floor or the side of waist slab with
suitable arrangement as per approval of Engineer-in-charge, (for
payment purpose only weight of stainless steel members shall be
considered excluding fixing accessories such as nuts, bolts,
fasteners etc.).
112
[Type text]
[Type text]
[Type text]
TOTAL (Carried Over to Summary of Civil Works)
D
11.0
FLOORING & DADO WORK
1
11.8
2
16.68
Extra for making chequers of approved pattern on cement
concrete floors, steps, landing, pavements etc.
Providing and laying 60mm thick factory made cement concrete
interlocking paver block of M -30 grade made by block making
machine with strong vibratory compaction and of approved size
and design/ shape laid in required colour and pattern over and
including 50mm thick compacted bed of course sand, filling the
joints with fine sand etc. all complete as per the direction of
Engineer-in-charge.
Sqm
10.00
30.20
Sqm
95.00
557.45
Sqm
336.42
375.00
TOTAL (Carried Over to Summary of Civil Works)
ALL DSR SUB- HEAD TOTAL :
NON SCHEDULE ITEM
A
1
NSI
FINISHING WORK
Providing and applying two or more coats of approved texture
paint on wall surfaces over a coat of primer including surface
preparation scaffolding etc complete and top surface finished as
per requirement of Architect and Project Manager.
113
[Type text]
[Type text]
[Type text]
SWIMMING POOL , BOQ - CIVIL WORKS
Sl.
No.
Schedule
Item No.
Unit
Qty.
Rate in
Rs.
Cum
1024.78
63.00
252*
(4.13)
Same as in item No. 251 above but excavation in soil
mixed with Moorum,, shingle kanker etc, requiring
the use of special T&P such as pickaxes : sabbals etc.
Cum
156.58
68.00
254*
(4.3)
Add to item 251 for every additional 30m. (100 fts.)
lead or part of 30m. (100 fts.) or for every additional
1.5 m. (5fts.) lift or part of 1.5m. (5fts.).
Cum
398.45
13.00
231*(a)
Cartage of Ballast, Kankar, coal,Grit or Sand etc.,
including loading and unloading but excluding
stacking on pucca roads. 5th km.
Cum
971.94
159.65
Cum
35.23
350.00
Sqm.
520.53
2.70
Description of Work
SCH P.W.D (2013-14)
A
1
2
3
4
251*
(4.1.1)
5
255*
(4.4)
6
259*
EARTH WORKS
Excavation in foundations in Ordinary Soil (Loam Clay
or sand) including lift upto 1.5m. (5 fts.) and lead upto
30 m. (100 fts.) & including filling, watering and
ramming of excavated Earth into the trenches or into
the Space between the building and sides of
foundation trenches or into the space between the
building and the sides of foundation trenches or into
the plinth and removal and disposal of surplus earth
as directed by the engineer-incharges upto a distance
of 30m. (100fts.) from the foundation trenches.
Sand filling in plinth including Supply of necessary
quantity of sand from a distance not exceeding 8 km.
(5 miles) from the site of work and including watering,
ramming,dressing etc. rate to include cost of all
materials, labour and T & P etc. required for proper
completion of the work.
Clearing jungle including uprooting of rank vegetation,
grass, brush wood, trees and saplings of girth upto 30
cm measured at a height of 1 m above ground level
and removal of rubbish upto a distance of 50 m
outside the periphery of the area cleared.
TOTAL (Carried Over to Summary of Civil Works )
114
[Type text]
[Type text]
B
1
281*
2
283*
a)
287*
b)
288*
CONCRETE WORKS
Providing & Laying Cement concrete 1:4:8 (1 cement
:4 coarse sand : 8 graded stone ballast 40mm.
Nominal size.) including supply of all materials, labour
and T & P etc. required for proper completion of the
work and curing complete, also including cost of
formwork in foundation and floors.
REINFORCED CEMENT CONCRETE WORK
R.C.C work with cement approved coarse sand and 2
cm. (3/4") gauge approved stone grit in the
proportion of 1:1.5:3 in lintels of doors and windows
excluding supply of reinforcement and its binding but
including its fixing and binding the same with 24
B.W.G.I binding wire and including necessary
centering and shuttering etc. and also including
supply of all materials ,labour and T & P etc. required
for proper completion of work. Binding wire of
supplied by the contractor free of cost.
As in item no.283 but RCC in Raft foundation and
footing with 4cm gauge stone ballast.
As in item no.283 above but in RCC T-beam, slab, roof
and column.
[Type text]
Cum
52.05
4050.00
Cum
0.00
6300.00
Cum
229.43
5500.00
Cum
34.78
6850.00
TOTAL (Carried Over to Summary of Civil Works)
C
BRICK WORK
First Class - 150 brick work in 1:6 cement and fine
sand of 1.25 fineness modulus mortar in foundation
and plinth including supply of all materials, labour and
tools and plants etc.required for proper completion of
the work.
1
303*
i
305*(b)
(6.1.3)
As in item (303) above, but in 1:4 cement and Coarse
sand mortar.
Cum
7.24
4000.00
i
310*
As in item (309) above, but for wall of one brick thick
add for extra labour.
Cum
7.24
150.0
TOTAL (Carried Over to Summary of Civil Works)
D
MILD STEEL AND IRON WORK
115
[Type text]
1
3
[Type text]
[Type text]
502*
(10.21)
Mild steel or iron work of small sizes and section such
as holding down bolts, hold fasts. tie. rods, grating
etc. (when not including in an over all rates) wrought
to required form including supply of steel, bolts, nuts
and wastage etc. and their fixing required for proper
completion of the work.
Qtl.
0.50
6000.00
504*
(10.3.1)
Mild Steel (tor steel or plain) in plain work such as
R.C.C or R.B Work including bending for proper shape
and including supply of steel & its wastage, bend,
hooks, and authorised overlapping shall be measured
and including cost of binding wire.
Qtl.
528.41
5900.00
Sqm.
352.26
280.00
TOTAL (Carried Over to Summary of Civil Works)
E
1
601*
(14.6.1)
i
605*
(14.5)
FLOORING & DADO WORK
2.5cm (1") thick 1:2:4 plain cement concrete floor
with cement ,approved coarse sand and 2 cm.(1")
graded approved stone grit ,laid in panels finished
with 3mm. (1/8") floating coat of neat cement of
cement and marble dust in ratio 5:1 as specified over
and including 8 cm (3") thick base concrete consisting
of cement, fine sand of 1.25 fineness modules and
brick ballast 4cm. (1/1/2") gauge in the propoation of
1:4:8 and removing any overlapping mortar at the
joints of the panels if any and giving them a uniform
finish, including supply of all materials, labour, tools &
plants etc. required for proper completion of the
work.
As in item (601) above but floor shall be 4 cm (1.5")
thick instead of 2.5 (1") thick and without base
concrete.
TOTAL (Carried Over to Summary of Civil Works)
ALL SCH P.W.D SUB- HEAD TOTAL :
DSR-2014
A
2.0
EARTH WORKS
116
[Type text]
1
[Type text]
2.25
Filling available excavated earth (excluding rock) in
trenches, plinth, sides of foundations etc. in layers not
exceeding 20cm in depth, consolidating each
deposited layer by ramming and watering, lead up to
50 m and lift upto 1.5 m.
[Type text]
Cum
53
112.40
Sqm.
66.13
3907.40
Sqm
352.26
7067.05
TOTAL (Carried Over to Summary of Civil Works)
B
8.0
1
8.2
8.2.2
i
8.2.2.2
MARBLE & GRANITE WORK
Providing and fixing 18mm thick gang saw cut (
premoulded and prepolished) machine cut for kitchen
platforms, vanity counters, window sills , facias and
similar locations of required size of approved shade,
colour and texture laid over 20mm thick base cement
mortar 1:4 (1 cement : 4 coarse sand) with joints
treated with white cement, mixed with matching
pigment, epoxy touch ups, including rubbing, curing,
moulding and polishing to edge to give high gloss
finish etc. complete at all levels.
Granite of any colour and shade.
Area of slab over 0.50 Sqm.( For Coping)
TOTAL (Carried Over to Summary of Civil Works)
C
11.0
1
11.34
FLOORING & DADO WORK:38 mm thick wood block flooring of first class teak
wood laid over 25 mm thick leveling layer of cement
concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded
stone aggregate 10 mm nominal size) to be paid
separately, coated with a thin layer of hot bitumen
penetration 80/25 (blown type) @ 2.45 kg per sqm,
including fixing blocks in position after dipping in hot
bitumen (blown type) up to half depth, planed,
levelled smooth and finished complete.
117
[Type text]
[Type text]
2
11.53
D
22.0
1
22.20
i
22.20.1
2
22.21
Providing and fixing Glass mossaic tiles at finished
plain wall surface & Flooring of size 20 mm x 20 mm x
4 mm in all colour, design , fixing in customize design
as per direction of Engineer-in- Charge. The glass
mosaic tiles to be fixed on the wall surface with the
help of approved adhesive applied at the rate of 2.5
kg per sqm and grouting of the same. The rate is
inclusive of all operation, material and required
pattern approved by Engineer-in-Charge:
[Type text]
Sqm
557.98
1752.6
Sqm
702.60
425.35
Sqm
702.60
74.85
WATERPROOFING WORK:Providing and laying APP (Atactic Polypropylene
Polymer) modified prefabricated five layer 3 mm thick
water proofing membrane, black finished reinforced
with non-woven polyester matt consisting of a coat of
bitumen primer for bitumen membrane @ 0.40
litre/sqm by the same membrane manufacture of
density at 25°C, 0.87-0.89 kg/ litre and viscocity 70160 cps. Over the primer coat the layer of membrane
shall be laid using Butane Torch and sealing all joints
etc, and preparing the surface complete. The vital
physical and chemical parameters of the membrane
shall be as under : Joint strength in longitudinal and
transverse direction at 23°C as 650/ 450N/5cm. Tear
strength in longitudinal and transverse direction as
300/250N. Softening point of membrane not less than
150°C. Cold flexibility shall be upto -2°C when tested
in accordance with ASTM, D - 5147. The laying of
membrane shall be got done through the authorised
applicator of the manufacturer of membrane :
3 mm thick
Extra for covering top of membrane with Geotextile,
120 gsm non woven, 100% polyester of thickness 1 to
1.25 mm bonded to the membrane with intermittent
touch by heating the membrane by Butane Torch as
per manufactures recommendation.
--------------END--------------Excutive Eng.
118