national projects construction corporation limited (a govt...
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National Projects Construction Corporation Limited (A Govt. of India Enterprise)
Delhi Zonal Office, Plot no.148, Sector‐44, Gurgaon, Haryana Phone No.: 0124‐2386620; Fax: 0124 2386589
Ref. No. 408/CRI/39 Dated: April 13, 2016
Amendment
To the NIT No. 408/CRI/1095 dated: 29.03.2016 published in Times of India and NavBharat Times in the publication of 30.03.2016 for the work of Construction of Yoga Hall, Diet centre & Staff quarters at Village Devarkhana, District Jhajjar, Haryana. The following amendment is hereby made:‐
The last date for sale of tender is hereby extended from 17.04.2016 to 05.05.2016.
The last date for submission of tender is hereby extended from 18.04.2016 upto 3:00 pm to 06.05.2016 upto 3:00 pm.
The technical bid shall be opened on 06.05.2016 at 3:30 pm in project office at Devarkhana, District Jhajjar, Haryana.
The details will be available on our website www.npcc.gov.in from 22.04.2016.
The work of Construction of Staff Quarters is hereby deleted from the scope of the work.
The work of Construction of Ladies & Gents treatment section and General ward is hereby incorporated in the scope of work.
Further any corrigendum/addendum/errata etc. in respect of above tender shall be made available in our official website www.npcc.gov.in only. Hence, applicants are advised to visit our website regularly for any amendment/corrigendum/addendums in the regard.
Zonal Manager
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NATIONAL PROJECTS CONSTRUCTION CORPORATION LIMITED
(A GOVERNEMENT OF INDIA ENTERPRISE)
TENDER DOCUMENT
FOR
Construction of Yoga Hall, Diet Centre, Physiotherapy, Library, Ladies / Gents Treatment Section & General Ward
at Village Devarkhana, Distt. Jhajjar, Haryana
OWNER
Central Council for Research Yoga & Naturopathy (Deptt. of AYUSH, Ministry of Health & F.W., Government of India)
61-65, Institutional Area, Janakpuri, New Delhi – 110 058
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Name of Contractor _______________________________________ Date of application & receipt _______________________________________ Tender issued on _______________________________________ Date of receipt of tender _______________________________________
INDEX ------------------------------------------------------------------------------------------------------------------- Sl. No. Details Page No. ------------------------------------------------------------------------------------------------------------------- 1. Notice inviting tender 03-05 2. Information and instructions for bidders 06-08 3. Declaration form & warranty form 09-10 4. Criteria for prequalification 11 5. General conditions of the contract 12-26 6. Special conditions of contract 27-28 7. List of approved Banks 29 8. Proforma 30-32 9. Specifications 33-66 10. Approved Make List 67-71 11. Bill of Quantities & Quototation proforma 72-142
Zonal Manager N.P.C.C. Limited
Delhi Zonal Office Plot No. 148, Sector – 44,
Gurgaon Haryana-122 003
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National Projects Construction Corporation Limited (A Govt. of India Enterprises)
Delhi Zone Office, Plot No.148, Sector-44, Gurgaon, Haryana
NIT No.408/CRI/1095 Date: 29.03.2016
NOTICE INVITING TENDER
Sealed offers are invited for and on behalf of Central Council for Research in Yoga & Naturopathy, New Delhi by 18.04.2016 up to 3:00 PM from experienced and competent agencies for the work of Construction of Yoga Hall, Diet Centre & Staff Quarters at Village Devarkhana, Distt. Jhajjar, Haryana. The details will be available on our website www.npcc.gov.in from 4th April, 2016 onwards
Zonal Manager Ph.0124-2386620
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National Projects Construction Corporation Limited (A Govt. of India Enterprise)
Delhi Zonal Office, Plot no.148, Sector‐44, Gurgaon, Haryana Phone No.: 0124‐2386620; Fax: 0124 2386589
Ref. No. 408/CRI/39 Dated: April 13, 2016
Amendment
To the NIT No. 408/CRI/1095 dated: 29.03.2016 published in Times of India and NavBharat Times in the publication of 30.03.2016 for the work of Construction of Yoga Hall, Diet centre & Staff quarters at Village Devarkhana, District Jhajjar, Haryana. The following amendment is hereby made:‐
The last date for sale of tender is hereby extended from 17.04.2016 to 05.05.2016.
The last date for submission of tender is hereby extended from 18.04.2016 upto 3:00 pm to 06.05.2016 upto 3:00 pm.
The technical bid shall be opened on 06.05.2016 at 3:30 pm in project office at Devarkhana, District Jhajjar, Haryana.
The details will be available on our website www.npcc.gov.in from 22.04.2016.
The work of Construction of Staff Quarters is hereby deleted from the scope of the work.
The work of Construction of Ladies & Gents treatment section and General ward is hereby incorporated in the scope of work.
Further any corrigendum/addendum/errata etc. in respect of above tender shall be made available in our official website www.npcc.gov.in only. Hence, applicants are advised to visit our website regularly for any amendment/corrigendum/addendums in the regard.
Zonal Manager
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National Projects Construction Corporation Limited (A Govt. of India Enterprises)
Delhi Zone Office, Plot No.148, Sector-44, Gurgaon, Haryana, Phone No. 0124-2386620.
NIT No.408/CRI/1095 Dated: 29.03.2016
NOTICE INVITING TENDER
M/s. National Projects Construction NPCC Ltd. Limited (A Govt. of India Enterprises) for and on behalf of Sports Authority of India, New Delhi invited sealed item and Percentage rate tender from competent agencies in 03 (Three) envelope system Name of work Estimated cost
: :
Construction of Yoga Hall, Diet Centre Physiotherapy, Library, Ladies / Gents Treatment Section & General Ward at Village Devarkhana, Distt. Jhajjar, Haryana Rs. 1400 Lakhs
Time Period : 15 months including rainy season
Earnest money Deposit
: Rs. 28,00,000/- in form of DD/FDR valid for 120 days in favour of NPCC Limited Payable at Delhi.
Cost of tender document : Rs. 10000/- each tender (non refundable in Cash/DD) in favour of NPCC Ltd. payable at Delhi.
Sale of Tender Document : From 22.04.2016 to 05.05.2016
Last date for submission of tender document
: 06.05.2016 up to 3:00 PM at Project Office at Village Devarkhana, Distt. Jhajjar Haryana
Date of opening of Technical bid
: 06.05.2016 at 3:30 PM at Project Office at Village Devarkhana, Distt. Jhajjar Haryana
• Separate envelope(s) should be subscribed as “EMD”, “Technical Bid” and “Price Bid”. • Tender document may be obtained from the Project Office at Village Devarkhana, Distt. Jhajjar,
Haryana during working hours from 22.04.2016 to 05.05.2016. The tender document is also available at NPCC website www.npcc.gov.in downloadable form. In case the tenderer submit the download tender, tender cost shall be deposited along with tender document. The tenderer has to ensure that the tender so downloaded is complete along with all corrigendum/addendum, if any incomplete tender shall be rejected out rightly. The tenderer without requisite EMD shall be rejected out rightly. The date of opening of price bid will be intimated only to the qualified agencies separately. Amendment/Corrigendum if any shall be hoisted on NPCC website only.
Zonal Manager
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INFORMATION AND INSTRUCTIONS FOR TENDERERS: 1. The details of work to be carried out and its scope are given in the “Notice Inviting Tender”
which also indicates a brief description of the project where work is to be executed. The tenderers are advised to study the same carefully before tendering and they shall be deemed to have fully acquainted themselves with the same.
2.1 The tenderers, in their own interest, are also advised to inspect and examine the site and its
surroundings and satisfy themselves, before submitting their tenders, in respect of the site conditions including, but not restricting to, the following which may influence or affect the work or cost thereof under the contract.
a) Site conditions including access to the site, existing and required roads and other means of
transport/communication for use by him in connection with the work. b) Requirement and availability of land and other facilities for his enabling works, colonies, stores
and workshops etc. c) Ground condition including those bearing upon transportation, disposal, handling and storage
of materials required for the work or obtained there from. d) Source and extent of availability of suitable materials including water etc. and labour (skilled
and unskilled) required for work and laws and regulations governing their use and employment. e) Geological, meteorological, topographical and other general features of the site and its
surroundings as are pertaining to and needed for the performance of the work, with other specifications, drawings for reference and guidance.
f) The limit and extent of surface and sub-surfaced water to be encountered during the
performance of the work and the requirement of drainage and pumping. g) The type of equipment and facilities needed, preliminary to and for the performance of the
work; and h) All other information pertaining to and needed for the work including information as to the risks,
contingencies and other circumstances which may influence or affect the work or the cost hereof under this contract.
2.2 The tenderers should note that information, if any, in regard to the site local conditions as
contained in these tender documents, except for the material agreed to be supplied by the NPCC Ltd., has been given merely to assist the tenderer and is not warranted to be complete.
2.3 The tenderers should note and bear in mind that the NPCC Ltd. shall bear no responsibility for
the lack of acquaintance of the site and other conditions or any information relating thereto, on their part. The consequences of the lack of any knowledge, as aforesaid, on the part of the tenderer shall be at their risk and cost and no charges or claims whatsoever consequent upon the lack of any information, knowledge of understanding shall be entertained or payable by the NPCC Ltd.
3. The offer should be valid for 120 (one hundred and twenty) days from the date of submission of the tender.
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4. The tender should be submitted in the prescribed form and the same should be signed properly as laid down hereunder:-
a) If the tender is submitted by an individual, it shall be signed by the proprietor above his full name and full name of his firm with its current business address.
b) If the tender is submitted by a proprietary firm, it shall be signed by the proprietor above his full
name and full name of his firm with its current business address. c) If the tender is submitted by a firm in partnership, it shall be signed by all the partners of the
firm above their full name and current business addresses, or by a partner holding the power of attorney for the firm by signing the tender in which case a certified copy of the power of attorney shall accompany the tender. A certified copy of the partnership deed and current business address of all the partners of the firm shall accompany the tenders.
d) If the tender is submitted by a limited company or a limited Corporation, it shall be signed by a
duly authorized person holding the power of attorney for signing the tender in which case a certified copy of the power of attorney shall accompany the tender. Such limited company or corporation may be required to furnish satisfactory evidence of its existence before the contract is awarded.
e) If the tender is submitted by a group of firms, the sponsoring firm shall submit complete
information pertaining to each firm in the group and state along with the bid as to which of the firms shall have the responsibility for tendering and for completion of the contract document and furnish evidence admissible in law in respect of the authority assigned to such firm on behalf of the group of firms for tendering and for completion of the contract document. The full information and satisfactory evidence pertaining to the participation of each member of the group of firm in the tender shall be furnished along with the tender.
f) All witnesses and sureties shall be persons of status and their full names, occupations and
addresses shall be stated below their signatures. All signatures affixed on each page in the tender will be dated.
g) The tender for the works shall not be witnessed by a tenderer or tenderers who
himself/themselves has/have tendered or who may and has/have tendered for the same works. Failure to observe this condition shall render the tender of the tenderer tendering as well as of the witnessing the tender liable to rejection.
5. The tenderer shall furnish with his tender:- a) The details of construction plant, equipment and machinery and its planning schedule. b) The details of plant, equipment and machinery immediately available with the tenderer for
deployment on the work. c) Details of technical and supervisory personnel already employed by tenderer which he
proposes to utilize for this work and such other personnel which he purposes to employ further for this work.
d) Relevant information on the capacity, financial resources and experience about himself. 6. a) Earnest money amounting to Rs. 28,00,000.00 (Rupees Twenty Eight lacs, only) must
accompany with tender and the same should only be deposited in the form of a Demand draft/FDR from any Scheduled/Nationalized bank in favour of NPCC Ltd. payable at New Delhi. Tender not accompanied by earnest money and cost of tender document in the form of
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Demand draft/FDR in favour of NPCC Ltd. shall be rejected. Earnest money and cost of tender document in any other form is not acceptable.
b) If during the tender validity period, the tenderer, withdraws his tender, the Earnest money
deposit shall be forfeited. c) The earnest money deposit will be returned to the unsuccessful tenderers after expiry of
validity period or the award of work to the lowest bidder which is earlier. d) EMD and cost of tender document should be deposited in a separate sealed cover. 7. The rates shall be written both in words and in figures. A tenderer shall also show the total of
each item, the total of each schedule and the grand total of the whole contract. Corrections, if any, shall be made by crossing out, installing, dating and rewriting. In case of conflict between the figures and words in the rates, the later shall prevail.
8. The NPCC Ltd. shall have the right of rejecting all or any of the tenders and split the work
between two or more parties and also will not be bound to accept the lowest or any tender and NPCC’s decision in this regard shall be final and binding on all tenderers.
9. a The tender shall be submitted in three (03) envelope system. The envelope I contains
the EMD, envelope II nd- contains Technical bid .and envelope 3rd contains –price bid b) Tenders will be opened in the presence of tenderers who may be present at the time of
opening of tender. NPCC Ltd. officers will on opening of tenders of the absentee tenderer, prepare a statement of the attested and unattested corrections in the tender over their signatures. Such a list shall then be binding on the absentee tenderer.
10. The tenderers shall not be entitled during the period of validity of their offers, to revoke or
withdraw their tenders or vary any terms in regard thereof without the consent of the NPCC Ltd. in writing. The tenderer shall get his earnest money paid along with the tender forfeited for any violation of this clause.
11. If the tenderer fails to commence the work given in the scope of work within ten days from the
date of issue of written order to commence the work, the NPCC Ltd. shall have a right to forfeit the earnest money deposited by the tenderer absolutely without prejudice to other rights and remedies available with NPCC Ltd.
12. The “Notice Inviting Tender” and this “Information and Instructions for Tenderer” shall form part
of the Tender Documents. 13. Any addendum/corrigendum issued before the date of opening of tender will form part of tender
documents. Dated: Signature of the Contractor Witness: Address: Occupation:
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To, Zonal Manager NPCC Limited Delhi Zonal Office, Plot No. 148, Sector – 44, Gurgaon Haryana-122 003 I/We have read examined the following tender documents relating to the work of Construction of Yoga Hall, Diet Centre Physiotherapy, Library, Ladies / Gents Treatment Section & General Ward at Village Devarkhana, Distt. Jhajjar, Haryana a) Notice inviting tender b) Information & instructions for tenderers c) Declaration form and Warranty form d) Criteria for prequalification e) General conditions of contract f) Special conditions of the contract g) List of approved Banks h) Proforma i) Specifications j) Approved make list k) Bill of quantities & quotation proforma I/We hereby, tender for execution of the works referred to in the documents mentioned in paragraph I above upon the terms and conditions contained or referred to in the aforesaid documents and in accordance with the specifications, and other details given therein and at the rates contained in Schedule of Quantities within the period(s) of completion as given in Notice Inviting Tenders and subject to such terms and conditions as stipulated. I/We agree to keep this tender open for acceptance for 120 days from the date of submission of tender and also agree not to make any modifications in its terms and conditions of our own accord. A sum of Rs. __________________________ is hereby forwarded in form of Demand draft/FDR as earnest money. I/We agree if I/We fail to keep the validity of tender open, as aforesaid, or make any modification in the terms and conditions of my/our tender of our own accord and/or after the acceptance of our tender if I/We fail to commence the execution of the works, as provided in the document referred to in paragraph 1 above, I/We shall become liable for forfeiture of my/our earnest money, as aforesaid, and the Corporation shall without prejudice to any other right or remedy, be at liberty to forfeit the said earnest money absolutely. Should this tender be accepted, I/We agree to abide by and fulfill all the terms and conditions and provisions of the above mentioned tender documents. I/We certify that the tender submitted by me/is strictly in accordance with the terms, conditions, specifications, etc. as contained in your tender documents, referred to in paragraph 1 above, and it is further certified that it does not contain any deviations to the aforesaid document. Witness Signature in the capacity of: Duly authorized to sign the tender On behalf of the (in block letter) Date Postal address
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WARRANTY FORM
M/s. ______________________________________________ having its registered office at ___________________________________________ (hereinafter referred to as the Contractor) having carefully studied all the documents, specifications, drawings etc. pertaining to the contract for Construction of Yoga Hall, Diet Centre Physiotherapy, Library, Ladies / Gents Treatment Section & General Ward at Village Devarkhana, Distt. Jhajjar, Haryana DO HEREBY WARRANTY THAT 1. The Contractor is familiar with all the requirements of the contract.
2. The Contractor has investigated the site and satisfied himself regarding the character of the work
and local conditions that may affect the work or its performance.
3. The Contractor is satisfied that the work can be performed and completed as required in the
contract.
4. The Contractor accepts all risks directly or indirectly connected with the performance of the
contract.
5. The Contractor has had no collusion with other contractors, with any of the men of the Engineer-in-charge or with any other person in Department executes the said works according to the terms and conditions of the contract.
6. The Contractor has not been influenced by any statement or promise of the Department of
Engineer-in-charge but only the contract, documents.
7. The Contractor is financially solvent.
8. The Contractor is experienced and competent to perform the contract to the satisfaction of the Engineer-in-charge.
9. The statement submitted by the Contractor is true.
10. The Contractor is familiar with all general and special laws, acts, ordinance, rules and regulations of the municipalities, district, state and central govt. that may affect the work, its performance or personnel employed therein.
Dated For & behalf of the Contractor
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CRITERIA FOR PREQUALIFICATION 1. The Agency interested in bidding should be having sufficient experience in the field of
Construction of Residential/Institutional Building works during last 7 years ending last day of month previous to the one in which tender is invited.
a. Three similar works completed each of value 40% of the estimated cost
OR
b. Two similar works completed each of value 60% of the estimated cost
OR
c. One similar work completed of 80% of value of the estimated cost.
* Similar works mean: Civil work comprising – R.C.C framed structure building including
services like electrification, sanitary & water supply, drainage, Fire fighting, & site development etc. from central/state Govt. departments/ central psu’s/state psu’s/central autonomous bodies/city development authoritiy/municipal corporation of city formed under any act by companies listed in stock exchange duly supported with TDS certificate in evidence of the cvalue of work submission of documentary evidence of public limited company listed in stock exchange is the responsibility of the bidder.
2. The agency should have an independent E.P.F.code no. or demonstrate its willingness
to obtain the same after award of work.
3. The average annual financial turnover during the last three years ending 31st March of the previous financial year, should be at least 50% of the estimated cost. Balance sheet along with profit & loss statement duly audited by charted accountant needs to be enclosed.
4. The joint ventures are not permitted.
5. The agency should have solvency limit of 40% of the estimated cost issued by Nationalized or Scheduled Bank. The validity of solvency certificate shall be treated 12 months from the date of issue of solvency certificate by the Bank. Copy of solvency certificate needs to be enclosed.
6. The agency should have valid H VAT and Service Tax Registration number; supporting documents need to be enclosed.
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GENERAL CONDITIONS OF CONTRACT : INTERPRETATION & DEFINITION
1. Singular & Plural: - Where the context so requires, words imparting the singular only also
include the plural and vice versa. 2. Headings & Marginal notes to conditions: - Headings and marginal notes to those general
conditions shall not be deemed to form part thereof or to be taken into consideration in the interpretation or construction thereof or of the contract.
Definitions: - a) `Owner’ means the CCRYN and shall include their legal representatives, heirs and
successors. b) Corporation/NPCC Ltd. shall mean the National Projects Construction Corporation Limited, New
Delhi, having its registered office at Raja House, 30-31, Nehru Place, New Delhi – 110019. Enterprise of govt. of India and shall include their legal representatives, successors and permitted assigns.
c) The `Accepting Authority’ shall means the Zonal Manager, Delhi Zonal Office appointed by the
Chairman and Managing Director of M/s. National Projects Construction Corporation Limited. d) The “Contract” shall mean the notice inviting the tender, the tender and acceptance thereof and
the formal agreement, if any, executed between the National Projects Construction Corporation and the sub-contractor together with the documents referred to therein including these conditions with appendices and any special conditions, the specifications, designs, schedule of quantities with rates and amounts and schedule of rates. All these documents taken together shall be deemed to form one contract and shall be complimentary to one another.
e) The “Contractor” shall mean the individual or firm or company whether incorporated or not,
undertaking the works and shall include legal representatives of such individual or persons composing such firm or unincorporated company or successors of such firm or company as the case may be and permitted assigns of such individual or firm or company.
f) The “Contract Sum” shall mean: in the case of item rate contracts the cost of the works arrived
at after extension of quantities shown in Schedule of Quantities by the item rates quoted by the tenderer for the various items.
g) A “Day” shall mean a day of 24 hours from mid-night to midnight irrespective of the number of
hours worked in that day. h) “Engineer-in-charge” shall mean the Engineer officer appointed by the Corporation or his duly
authorized representative who shall direct, supervise and be in-charge of the works for purposes of this contract.
i) “Excepted risks” are risks due to riots (otherwise than among contractor’s employees) and civil
commotion (in so far as both these are uninsurable), war (whether declared or not), invasion, act of foreign enemies, hostilities, civil war, rebellion, revolution, insurrection, military or usurped power any acts of govt. damage from aircraft, acts of God such as earth-quake lightning and unprecedented floods and other causes ever which the Contractor has no central and accepted as such by the Accepting Authority causes solely due to use or occupation by the Corporation of part of works in respect of which a certificate of completion has been issued.
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j) “Market rate” shall be the rate as decided by the Engineer-in-charge on the basis of the cost of
materials and labour at the site where the work is to be executed. k) Schedule(s) referred to in these conditions shall mean the relevant schedule(s) annexed to the
tender papers issued by the Corporation prescribed by the Corporation and the amendments thereto issued from time to time.
l) The “Site” shall mean the lands and/or other places on under in or through which the work is to be
executed under the contract including any other lands or places which may be allotted by the Corporation or used for the purposes of the contract.
m) “Temporary works” shall mean all temporary works of every kind required in or about the
execution, completion or maintenance of the works. n) “Urgent works” shall mean any urgent measures which, in the opinion of the Engineer-in-charge,
become necessary during the progress of the work to obviate any risks of accident of failure or which become necessary for security.
o) A “week” shall mean seven days without regard to the number of hours worked in any day in that
week. p) The “works” shall mean the works to be executed in accordance with the contract or part(s) thereof
as the case may be and shall include all extra or additional, altered or substituted works or temporary and urgent works as required for performance of the contract.
3. Contract Documents :- The Contractor shall be furnished, one true copy of the contract
documents except standard specification and he should keep the copy of these documents on the site in good order, and the same shall at all reasonable times be available for inspection and use by the Engineer-in-charge, his representatives or by other inspecting officers.
3.1 None of these documents shall used by the Contractor. 3.2 The contractor shall take necessary steps to ensure that all persons employed on any work in
connection with this contract have noticed that the Indian Official Secrets Act 1923 (XIX of 1923) applies to them and shall continue to apply even after the execution of such works under the contract.
4. Works to be carried out :- The work to be carried out under the contract shall, except as
otherwise provided in these conditions, include all labour, materials, tools, plant, equipment, and transport which may be required in preparation of and for and in the full and entire execution and completion of the works. The descriptions given in the Schedule of Quantities shall, unless otherwise stated, be held to include wastage on materials, carriage and cartage, carrying in return of empties, posting, setting, fitting and fixing in position and all other labour necessary in and for the full and entire execution and completion as aforesaid in accordance with good practice and recognized principles.
5. Inspection of site :- The Contractor shall inspect and examine the site, and its surrounding
and shall satisfy himself before submitting his tender as to the nature of the ground and subsoil (so far as is practicable), the form and nature of the site, the quantities and nature of work and material necessary for the completion of the works and the means of access to the site, the accommodation he may require and in general shall himself obtain all necessary information as to risks, contingencies and other circumstances which may influence or affect his tender. No extra charges consequent on any misunderstanding or otherwise shall be allowed.
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6. Sufficiency of tender: - The Contractor shall be deemed to have satisfied himself before
tendering as to the correctness and sufficiency of his tender for the works and of the rates and prices quoted in the schedule of quantities, which rates and prices shall except as otherwise provided, cover all his obligations under the contract and all matters and things necessary for the proper completion and maintenance of the works.
7. Discrepancies and adjustment of errors: - The several documents forming the contract are
to be taken as mutually explanatory of one another, detailed drawing being followed in preference to small scale drawing and figure dimensions in preference to scale and special conditions in preference to general conditions.
7.1 In case of discrepancy between Schedule of Quantities, the Specifications and/or the drawings,
the following order to preference shall be observed.
a) Description in Schedule of Quantities. b) Particular specifications and special conditions if any. c) Drawings. d) General specification. 7.2 If there are varying or conflicting provisions made in any one documents forming part of the
contract, the accepting authority shall be the deciding authority with regard to the intention of the document.
7.3 Any error in description, quantity or rate in Schedule of Quantities or any omission therefrom
shall not vitiate the contract or release the contractor from the execution of the whole or any part of the works comprised therein according to the drawing and specifications or from any of his obligations under the contract.
7.4 If on check there are found to be differences between the rates given by the contractor in
words and figures or in the amount worked out by him in the schedule of quantities and general summary, the same shall be adjusted in accordance with the following rules :-
a) In the event of a discrepancy between description in words and figures quoted by a
tenderer, the description in words shall prevail. b) In the event of an error occurring in the amount column of schedule of quantities as a result
of wrong extension of the unit rate and quantity, the unit rate shall be regarded as firm and extension shall be amended on the basis of the rate.
c) All errors in totaling in the amount column and in carrying forward totals shall be corrected. d) The totals of various sections of schedule of quantities amended shall be carried over to
the general summary and the tendered sum amended accordingly. The tendered sum so altered shall, for the purpose of tender, be substituted for the sum originally tendered and considered for acceptance instead of the original sum quoted by the tenderer.
8. All compensation or other sums of money payable by the contractor under the terms of this
contract or any other contract or any other account whatsoever may be deducted from or paid by the sale of a sufficient part of his security deposit or from any sums which may be due or may become due to the contractor by corporation on any account whatsoever and in the event of his security deposit being reduced by reasons of such deduction or sale as aforesaid, the contractor shall within fourteen days of receipt of notice of demand from the Engineer-in-charge make good the deficit.
8.1 Refund of security deposit: - The security deposit so retained from the bills of the contractor
will be released only after rectification of the defects pointed out by NPCC during the defect
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liability period i.e. 12 months from the certified date of completion of work or the preparation of the final bill whichever is later.
8.2 On expiry of the Defects Liability period or on payment of the amount of the final bill whichever
is later, the Engineer-in-charge shall on demand from the contractor, refund to him the security deposit provided the Engineer-in-charge is satisfied that there is no demand outstanding against the contractor.
8.3 No interest shall be payable to the contractor against the Security Deposit furnished/recovered
from the contractor, by the Corporation. 9. Deviations/variations extent & priming :- The Engineer-in-charge shall have power(i) to
make alterations in, omissions from, additions to, or substitutions for the original specifications, drawings, designs and instructions that may appear to him to be necessary or advisable during the progress of the work, and (ii) to omit a part of the works in case of non-availability of a portion of the site or for any other reasons, and the contractor shall be bound to carry out the works in accordance with any instructions given to him in writing signed by the Engineer-in-charge and such alterations, omissions, additions or substitutions which radically change the original nature of the contract, he shall nevertheless carry it out and the disagreement if any as to the nature of work and the rate to be paid therefore shall be resolved in accordance with the following provisions in their respective order.
9.1 Rates for such additional, altered or substituted work shall be determined by the Engineer-in-
charge as follows :- i) If the rate for additional, altered or substituted item of work is specified in the Schedule of Quantities, the Contractor shall carry out the additional, altered or substituted item at the same rate. ii) If the rate for any altered, additional or substituted item of work is not specified in the schedule of quantities, the rate for that item shall be derived from the rate for the nearest similar item specified therein.
iii) If the altered, additional or substituted work includes any work for which no rates is specified in the contract for the work and cannot be derived from similar class of work in the contract, then such work shall be carried out at the rates entered in Delhi Schedule of Rates 2014 for civil items and electrical schedule of rates 2014 (part internal and electrification for electrical items minus/plus percentage which the scheduled tendered amount for civil items bears to the estimated cost of the scheduled civil work put to tender and the scheduled tendered amount for electrical items bears to the estimated cost of the scheduled electrical work put to tender.
iv) If the rate for any altered, additional or substituted item of work cannot be determined in the manner specified the contractor shall, within 14 days of the date of receipt of the order to carry out the said work, inform the Engineer-in-charge under advice to the Accepting Authority of the rate which he proposes to claim for such item of work, supported by analysis of the rate claimed, and the Engineer-in-charge shall, within three months thereafter, after giving due consideration to the rate claimed by the Contractor, determine the rate on the basis of market rate(s). In the event of the Contractor failing to inform the Engineer-in-charge within the stipulated period of time, the rate which he proposes to claim the rate for such item shall be determined by the Engineer-in-charge on the basis of market rate(s). The Contractor’s profit and overhead shall be kept at 15%.
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10. Suspension of works :- a) The Sub-contractor shall, on receipt of the order in writing of the Engineer-in-charge, suspend the progress of the works or any part thereof for such time and in such manner as the Engineer-in-charge may consider necessary for any of the following reasons :-
i) On account of any default on part of the Contractor; or
ii) For proper execution of the works or part thereof for reasons other than the default of the Sub-Contractor or iii) for safety of the works or part thereof, the Sub-Contractor shall, during such suspension,
properly protect and secure the works to the extent necessary and carry out the instructions given in that behalf by the Engineer-in-charge.
b) If the suspension is ordered for reasons (ii) and (iii) sub-para (a) above:-
i) The Sub-contractor shall be entitled to an extension of the time equal to the period of every such suspension plus 25%.
Time and Extension for Delay: 11. The time is essence of the contract. The time allowed for execution of work is twelve months
from date of issue of letter to commencement of work. The execution of the works shall commence within ten days from on which the corporation issues written orders to commence the work. If the contractor commits default in commencing the execution of the work as aforesaid, Corporation shall without prejudice to any other right or remedy be at liberty to forfeit the earnest money absolutely.
12.1 As soon as possible after the contract is concluded the Engineer-in-charge and the contractor
shall agree upon a time and progress chart. The chart shall be prepared in direct relation to the time stated in the contract documents for completion of items of the works, if shall indicate the forecast of the dates of commencement and completion of various trades or sections of the work and may be amended as necessary by agreement between the Engineer-in-charge and the contractor within the limitations of time imposed in the contract documents, and the contractor shall in all cases in which the time allowed for any work exceeds one month complete 1/8th of the whole of the work before ¼th of the whole time allowed in the contract has clapsed, 3/8th of the work before one half of such time has clapsed and ¾th before ¾th of such time has clapsed.
12.2 If the works be delayed by a) force majeure, or b) abnormally bad weather, or c) Serious loss or damage by fire, or
d) Civil commotion, local combination of workmen, strike or lock out, affecting any of the trades employed on the work, or e) delay on the part of other contractors or trade men engaged by Corporation in executing work not forming part of the contract, or
f) non-availability of stores, which are the responsibility of Corporation to supply, or g) Any other cause which, in the absolute discretion of the authority mentioned in general conditions of contract is beyond the contractor’s control;
then upon the happening of any such event causing delay, the contractor shall immediately give notice thereof in writing to the Engineer-in-charge but shall nevertheless use constantly his best endeavours to prevent or make good the delay and shall do all that may be reasonably required to the satisfaction of the Engineer-in-charge to proceed with the works.
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12.3 Request for extension of time, to be eligible for consideration, shall be made by the Contractor in writing within fourteen days of the happening of the event causing delay. The contractor may also if practicable indicate in such a request the period for which extension is desired.
12.4 In any such case the authority mentioned in General condition of contract may give a fair and
reasonable extension of time for completion of the work. Such extension shall be communicated to the contractor by the Engineer-in-charge in writing, within 3 months of the date of receipt of such request by the Engineer-in-charge. However such extension shall not entitle the contractor to any claim for money.
13. Compensation for delay (Liquidated damages) :- If the contractor fails to maintain the
required progress in terms of clauses or to complete the work and clear the site on or before the contract or extended date period of completion, he shall, without prejudice to any other right or remedy of the Corporation on account of such breach, pay as agreed compensation amount calculated as stipulated below or such smaller amount as be fixed by the authority on the contract value of the work for every week that the progress remains below that specified in relevant clause of contract or that the work remains incomplete. This will also apply to items or group of items for which separate period of completion has been specified.
For this purpose the term `Contract Value’ shall be the value at contract rates of the work as ordered. 13.1 Liquidated damages and penalty shall be @ ¼ % (One quarter percent) of the cost of
incomplete work per week of delay subject to a maximum of 10% (Ten percent) of the total cost.
The amount of compensation/liquidity damage may be adjusted or set-off against any sum payable to the contractor under this or any other contract with the Corporation.
14. The contractor shall be responsible to make good and remedy at his own expense within such
period as may be stipulated by the Engineer-in-charge, any defect which may develop or may be noticed before the expiry of 12 months period mentioned from the certified date of completion and intimation of which has been sent to the contractor within seven days of the expiry of the said period by a letter sent by hand delivery or by registered post.
15. Contractor’s Liability and Insurance :- From commence to completion of the works, the
Contractor shall take full responsibility for the care thereof and for taking precautions to prevent loss or damage and to minimize loss or damage to the greatest extent possible and shall be liable for any damage or loss that may happen to the works or any part thereof and all Corporation’s T&P from any cause whatsoever save and except the excepted risk and shall at his own cost repair and make good the same so that at completion, the works and all corporation’s T&P shall be in good order and conditions and in conformity in every respect with the requirements of the contract and instruction of the Engineer-in-charge.
16.1 In the event of any loss or damage to the works or any part thereof or to any T&P or to any
material or articles at the site from any of the excepted risks the following provisions shall have effect.
a) The sub-contractor shall, as may be directed in written by the Engineer-in-charge, remove from
the site any debris and so much of the works as shall have been damaged, taking to Corporation T&P, articles and/or materials as may be directed.
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b) The sub-contractor shall as may directed in written by the Engineer-in-charge, proceed with the erection and completion of the works under and in accordance with the provisions and conditions of the contract and
c) These will be added to the contract sum, the rest amount due, ascertained in the same manner
as for deviations, or as prescribed for payment, in respect of the re-execution of the works lost or damaged, the replacement of any T&P and of any materials and articles lost or damaged but not incorporated in the works on the day when the loss or damaged occurred and the removal by the contractor as provided above of Corporations and/or clients T&P articles and/or materials to the Corporation store and the debris and damaged works referred to therein and the compensation paid by him, under any law for the time being in force, to any workmen employed by him for any injury caused to him or to the Workman’s legal successors for loss of the Workman’s life.
17.2 Provided always that the Contractor shall not be entitled to payment under the above
provisions in respect of so much loss or damage as has been occasioned by any failure on his part to perform his obligations under the contract or not taking precautions to prevent loss or damage or minimize the amount of such loss or damage.
17.3 Without limiting the obligations and responsibilities under this condition the Contractor shall
insure the works (from commencement to completion) the Corporation’s T&P hired by the Contractor and all materials at site, to their full value as directed by Engineer-in-charge, against the risk of loss or damage from whatever cause arising other than the executed risks. The said insurance shall be in the joint names of Corporation and the Sub-contractor shall deposit with the Engineer-in-charge and said policy or policies. All money payable by the insurers under such policy or policies shall be recovered by the Corporation and shall be paid to the sub-contractor in installments by the Engineer-in-charge for the purpose of re-building or replacement or repair of the works and/or goods destroyed or damaged as the case may be.
17.4 If the Contractor has a blanket insurance policy for all his works and the policy covers all the
time to be insured under this condition, the said policy shall be assigned by the contractor in favour of the Corporation provided however if any amount is payable under the policy by the insurers in respect of works other than the work under this contract the same may be recovered by the sub-contractor directly from the insurers.
17.5 Where the Corporation building or a part thereof is rented by the Contractor he shall insure the
entire building if the building or any part thereof is used by him for the purpose of storing or using materials of combustible nature, as to which the decision of the Engineer-in-charge shall be final and binding.
17.6 The contractor shall indemnify and keep indemnified the Corporation against all losses and
claims for injuries or damage to any person or any property whatsoever which may arise out of or in consequence of the construction and maintenance of the works and against all claims, demands proceedings, damages, costs, charges and expenses whatsoever in respect of or in relation thereto provided always that nothing herein contained shall be deemed to render the Contractor liable for or in respect of or to indemnify the Corporation against any composition or damage caused by the excepted risks.
17.7 Before commencing execution of the work, the Contractor shall, without in any way limiting his
obligations and responsibilities under this condition, insure against any damage, loss or injury which may occur to any property. Excluding that of the Corporation but including the Corporation building rented by the Contractor wholly or in part and any part of which is used by him for storing combustible materials, or to any person (including an employee of the Corporation) by or arising out of carrying of the contract.
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17.8 The Contractor shall at all times indemnify the Corporation and/or client against all claims,
damages or compensation under the provision of payment of wages act, 1936, minimum wages act, 1948, employer’s liability act, 1938, the workman’s compensation act, 1947, industrial disputes act, 1947, and maternity benefit act, 1961, or any modifications thereof or any other law relating thereof and rules made there under from time to time or as consequence of any accident or injury to any workman or other persons in or about the works, whether in the employment of the sub-contractor or not, save and extent where such accident or injury has resulted from any act of the Corporation, its agents, or servants, and also against all costs, charges and expenses of any suit, action or proceedings arising out of such accident or injury and against all sum or sums which may with the consent to the sub-contractor be paid to compromise or compound any such claim, without limiting his obligations and liabilities as above provided, the sub-contractor shall insure against all claims, damages or compensation payable under the workman’s compensation act 1923 or any modification thereof or any other law relating thereto.
17.9 The aforesaid insurance policy/policies shall provide that they shall not be cancelled till the
Engineer-in-charge has agreed to their cancellation. 17.10 The Contractor shall prove to the Engineer-in-charge from time to time that has taken out all
the insurance policies referred to above and has paid the necessary premiums for keeping the policies alive till expiry of the Defects Liability period.
17.11 If the Contractor fail to affect and keep in force the insurance referred to above or any other
insurance which he/they may be required to effect under the terms of the contract then and in any such case of Corporation may without being bound to effect and keep in force any such insurance and pay such premium or premiums as may be necessary for that purpose and from time deduct the amount so paid by the Corporation from any moneys due or which may become due to the contractor or recover the same as debt due from the contractor.
18. The contractor shall pay and indemnify the Corporation against any liability in respect of any
fees or charges payable under any act of Parliament, State laws or any Government, rule or order and any regulations or bye-laws of any local authority in respect of the works.
19. Contractor: - The contractor shall not sub-contract any portion of the contract without the prior
written approval of the Accepting Authority. Employment of piece rate workers shall not be deemed as sub-contracting.
20. Instructions and notices: - Subject as otherwise provided in this contract, all notices to be given
on behalf of the Corporation and all other actions to be taken on its behalf may be given by the Engineer-in-charge or any officer for the time being entrusted with the functions, duties and powers of the Engineer-in-charge.
All instructions, notices and communications, etc. under the contract shall be given in writing and if sent by post on the last known place of abode or business of the sub-contractor shall be deemed to have served on the date when in the ordinary course of post these would have been delivered to him.
The Contractor or his agent shall be in attendance at the site(s) during all working hours and shall superintend the execution of the works with such additional assistance in each trade as the Engineer-in-charge may consider necessary. Orders given to the Contractors agent shall be considered to have the same before as if they had been given to the sub-contractor himself.
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The Engineer-in-charge shall communicate or confirm the instructions to the Contractor in respect of the execution of work in a Work site order book maintained in the office of the Engineer-in-charge and the contractor or his authorized representatives shall confirm receipt of such instructions by signing the relevant entries in this book. If required by the contractor he shall be furnished a certified true copy of such instruction(s).
21. For closure of contract in full or in part due to abandonment or reduction in scope of work :- If
at any time after acceptance of the tender the Corporation shall decide to abandon or reduce the scope of the works for any reason whatever and hence not require the whole or any part of the Works to be carried out, the Engineer-in-charge shall give notice in writing to that effect to the contractor and the contractor shall have no claim to any payment of compensation or other-wise whatsoever, on account of any profit or advantage which he might have derived from the execution of the works in full but which he did not derive in consequence of the foreclosure of the whole or part of the works.
The Contractor shall be paid at contract rates full amount for works executed at site and in addition, a reasonable amount as certified by the Engineer-in-charge for the items hereunder mentioned which could not be utilized on the work to the full extent because of the foreclosure :-
a) Any expenditure incurred on preliminary site work, e.g. temporary access roads, temporary
labour huts staff quarters and site offices storage accommodation and water storage tanks. b .i) The Corporation shall have the option to take over Contractor’s materials or any part thereof
either brought to site or of which the sub-contractor is legally bound to accept delivery from suppliers (for incorporation in or incidental to the work) provided, however, the Corporation shall be bound to take over the materials or such portions thereof as the Contractor does not desire to retain. For materials taken over or to be taken over by the Corporation, cost of such materials shall, however, take into account purchase price, cost of transportation and deterioration or damage which may have been caused to materials whilst in the custody of the Contractor.
ii) For Contractor materials not retained by the Corporation, reasonable cost of for works
transporting such materials from site to sub-contractor’s permanent stores or to his other works whichever is less. If materials are not transported to either of the said places, no cost of transportation shall be payable.
c) If any materials supplied by the Corporation are rendered surplus the same except normal
wastage shall be returned by the Contractor to the Corporation at rates not exceeding those at which these were originally issued less allowance for any deterioration or damage which may have been caused whilst the materials were in the custody of the sub-contractor. In addition, cost of transportation such materials from site to the Corporation stores, if so required by the Corporation.
d) Reasonable compensation for transfer of T&P from site to Contractor’s permanent stores or to
his other works whichever is less. If T&P are not transported to either of the said places no cost of transportation shall be payable.
22. The Contractor shall, if required by the Engineer-in-charge furnish to him book of account,
wage books, time sheets and other relevant documents as may be necessary to enable him to certify the unreasonable amount payable under this condition.
23. Termination of contract for death :- If the contractor is an individual or a proprietary concern
and the individual or the proprietor dies and if the contractor is a partnership concern and one
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of the partners dies then unless the Accepting Authority is satisfied that the legal representative of the individual contractor or of the proprietor of the proprietary concern and in case of partnership the surviving partners are capable of carrying out the completing the contract, the Accepting Authority shall be entitled to cancel the contract as to its in completed part without the Corporation being in any way liable to payment of any compensation to the estate of the deceased contractor and/or to be surviving partners of the Contractor’s firm on account of the cancellation of the contract. The decision of the Accepting Authority that the legal representatives of the deceased contractor or surviving partners of the contractor’s firm cannot carry out and complete the contract shall be final and binding on the parties. In the event of such cancellation the Corporation shall not hold the estate of the deceased Contractor and/or the surviving partners of the Contractor’s firm liable for damages for not completing the contract.
Cancellation of contract in full or in part: - If the contractor a) At any time makes default in proceeding with the works with due deligence and continues to do so after a notice in writing of 7 days from the Engineer-in-charge; or b) commits default in complying with any of the terms and conditions of contract and does not remedy it or take effective steps to remedy it within 7 days after a notice in writing is given to him in that behalf by the Engineer-in-charge; or c) fails to complete the works or items of work with individual dates of completion on or before the date(s) of completion and does not complete them within the period specified in a notice given in writing in that behalf by the Engineer-in-charge ; or d) shall offer, or give or agree to give to any person in Corporation’s service or to any other person on his behalf and gift or consideration of any kind as an inducement or forbearing to do or having done or forborne to do any act in relation to the obtaining or execution of this or any other contract for the Corporation or e) shall enter into a contract with the Corporation in connection with which commission has been paid or agreed to be paid by him or to his knowledge unless the particulars of any such commission and the terms of payment thereof have previously disclosed in writing for the Accepting Authority/Engineer-in-charge; or f) Shall obtain a contract with the Corporation as a result of ring tendering or other non-bonafide methods of competitive tendering; or g) being an individual, or if a firm, any partner thereof, shall at any time be adjusted insolvent or have a receiving order for administration of his estate made against him or shall take any proceedings for liquidation or composition (other than a voluntary liquidation for the purpose of amalgamation or reconstruction) under any insolvency act for the time being in force or make any conveyance or assignment of his affective or composition or arrangement for the benefit of his creditors or purport so to do, or if any application be made under any insolvency act for the time being in force or make any conveyance or assignment of his affective or composition or arrangement for the benefit of his creditors or purport so to do, or if any application be made under any insolvency act for the time being in force for the sequestration of his estate or if a trust deed be executed by him for benefit of his creditors ; or h) being a company, shall pass a resolution or the court shall make an order for the liquidation of its affairs or a receiver or manager on behalf of the debenture holders shall be appointed or circumstances shall arise which entitled the court or debenture holders to appoint a receiver or manager ; or
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i) Shall suffer an execution being levied on his goods and allow it to be continued for a period of 21 years; or j) Assigns, transfers, sublets (engagement of labour on a piece-work basis or of labour with materials not be incorporated in the work shall not be deemed to be subletting) or attempts to assign, transfer or sublet the entire works or any portion thereof without the prior written approval of the Accepting Authority; The Accepting Authority may, without prejudice to any other right to remedy which shall have accrued or shall accrue thereafter to the Corporation by written notice cancel the contract as a whole or only such items of work in default from the Contract. The Accepting Authority shall on such cancellation have powers to; a) Take possession of the site and any materials, constructional plant, implements, stores, etc. thereon and/or b) carry out the incomplete work by any means at the risk and cost of the Contractor. On cancellation of the contract in full or in part the Accepting Authority shall determine what amount, if any, is recoverable from the contractor for completion of works or part of the works or in case the works or part of the works is not completed; the loss or damage suffered by the Corporation. In determining the amount, credit shall be given to the contractor for the value of the work executed by him up to the time of cancellation, the value of contractor’s material taken over and incorporated in the work and use to tackle and machinery belonging to the contractor. Any access expenditure incurred or to be incurred by the Corporation in completing the works or part of the works or the excess loss or damages suffered or may be suffered by the Corporation as after allowing such credit shall be recovered from any money due to the sub-contractor on any account and if such money are not sufficient the contractor shall be called upon in writing to pay the same within 30 days. If the contractor shall fail to pay the required sum within the aforesaid period of 30 days, the Engineer-in-charge shall have the right to sell any or all the contractors unused materials, constructional plant, implements, temporary buildings, etc. and apply the proceeds of sale thereof towards the satisfaction of any sums due from the contractor under the contract and if shall be recovered in accordance with the provisions of the contract. Any sums in excess of the amounts due to the Corporation and unsold materials, constructional plant, etc., shall be returned to the contractor, provided always that if cost or anticipated cost of completion by the Corporation of the works or part of the works is less than the amount which the contractor would have been paid had he completed the works or part of the works, such benefit shall not accrue to the Contractor.
24. Liability for damage, defects or imperfections and rectification thereof: - If the contractor of his workmen or employees shall injure or destroy any part of the building in which they may be working or any building, road, fence, etc. contiguous to the premises on which the work or any part of it is being executed, or if any damage shall happen to the work while in progress the contractor shall upon receipt of a notice in writing that behalf make the same good at his own expenses. If it shall appear to the Engineer-in-charge or his representative at any time during construction or re-construction or prior to the expiration of the Defects Liability Period, that any work has been executed with unsound, imperfect or unskilled workmanship or that any materials of articles provided by the Contractor for executions of the work are unsound or of a
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quality inferior to that contracted for, or otherwise not in accordance with the contract or that any defect, shrinkage or other faults have appeared in the work arising out of defective or improper materials or workmanship, the contractor shall upon receipt of a notice in writing in that behalf from the Engineer-in-charge, forthwith rectify or remove and reconstruct the work so specified in whole or in part as the case may require or as the case may be and or remove the materials or articles so specified and provide other proper and suitable materials or articles so specified and at his own expense, notwithstanding that the same may have been inadvertently passed, certified and paid for and in the event of his failing to do so within the period to be specified by the Engineer-in-charge in his notice aforesaid, the Engineer-in-charge may rectify or remove and re-execute and work and/or remove and replace with others the materials or articles complained or, as the case may be, by either means at the risk and expense of the contractor.
In case of repairs and maintenance works, splashes and droppings from white washing, painting, etc., shall be removed and surfaces cleaned simultaneously with completion of these items of works in individual rooms, quarters, or premises etc., where the work is done without waiting for completion of all other items of work in the contract. In case the contractor fails to comply with the requirements of this condition, the Engineer-in-charge shall have the right to get the work done by other means at the cost of the Contractor. Before taking such action, however, the Engineer-in-charge shall give three days notice in writing to the contractor.
25. Urgent Works: - If any urgent work (in respect whereof the decision of the Engineer-in-charge
shall be final and binding) becomes necessary and the contractor is unable or unwilling at once to carry it out, the Engineer-in-charge may of his own or other work people, carry it out, as he may consider necessary. If the urgent work shall be such as the contractor is liable under the contract to carry out his expenses and all expenses incurred on it by the Corporation shall be recoverable from the Contractor and be adjusted or set off against any sum payable to him.
26. Changes in Constitution: - Where the contractor is a partnership firm, prior approval in writing
of the Accounting Authority shall be obtained before any change is made in the constitution of the firm. Where the contractor is an individual or a Hindu Undivided Family business concern such approval as aforesaid shall likewise be obtained before the contractor enters into any partnership firm which would have the right to carry out the works hereby undertaken by the contractor. If prior approval as aforesaid is not obtained the contractor shall be deemed to have been assigned in contravention of conditions hereof and the same action may be taken and the same consequences shall ensure as provided for in the said conditions of contract.
27. Land for contractor’s office, store, workshop etc. :- No land for construction of contractor’s field office, store shall be provided by the NPCC. 28. VALUATION AND PAYMENT:- 28.1 Records and measurement: - The Engineer-in-charge shall except as otherwise stated ascertain and determine by measurement the value in accordance with the contract work done in accordance therewith.
All items having a financial value shall be entered in measurement book, level book, etc. prescribed by the corporation so that a complete record is obtained of all work performed under the contract. Measurements shall be taken jointly by the Engineer-in-charge or his authorized representative and by the contractor or his authorized representative. Before taking measurements of any work the Engineer-in-charge or the person deputed by him for the purpose shall give a
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reasonable notice to the contractor. If the contractor fails to attend or send an authorized representative for measurement, after such a notice or fails to counter sign or to record the objection within a week from the date of measurement, then in any such event measurements taken by the Engineer-in-charge or by the person deputed by him shall be taken to be correct measurements of the work. The contractor shall without extra charge provide assistance with every appliance, labour and other things necessary for measurements. Measurements shall be signed and dated my both parties each day on the site on completion of measurement. If the contractor objects to any of the measurements recorded on behalf of the corporation a note to that effect shall be made in the measurement book against the item objected to and such note be signed and dated by both parties engaged in taking the measurement. The decision of the accepting authority on any such dispute or differences or interpretation shall be final and binding on both the parties and shall be beyond the scope of the settlement of disputes by Arbitration in respect of all contract items. Substituted items, extra items and deviations.
28.2 Methods of Measurement:- Except where any general or detailed description of the work in quantities expressly shows to the contrary, schedule of quantities shall be deemed to have been prepared and measurements shall be taken in accordance with the procedure set forth in the schedule of rates/specification not withstanding any provision in the relevant standard method of measurement or any general or local custom. In the case of items which are not covered by the schedule of rates/specification, measurements shall be taken in accordance with the relevant standard method of measurement issued by the Indian Standard Institution.
28.3 Payment of account :- Interim bills shall be submitted by the contractor at intervals of one month on or before the date fixed by the Engineer-in-charge for the work executed. The Engineer-in-charge shall then arrange to have the bill verified by taking or causing to be taken. Where necessary, the requisite measurements of the work. Payment on account for amount admissible shall be made on the Engineer-in-charge certifying the sum to which the contractor is considered entitled by way of interim payment for the following :-
a) All work executed, after deducting therefrom the amounts already paid, the security deposit
and such other amounts as may be deductible or recoverable in terms of the contract. b) 75% of the cost (as assessed by the Engineer-in-charge) of any materials which are in the
opinion of the Engineer-in-charge reasonably required in accordance with the contract and have been brought to site for incorporation in the works and are safeguarded against loss due to any cause whatever to the satisfaction of the Engineer-in-charge, but have not been so incorporated, provided the contractor provides an insurance cover for the full cost of perishable materials.
The advance payments under (b) above shall be adjusted as and when materials are utilized in the works. Payment of the contractor’s bills shall be paid by the Corporation within 21 days from the date of submission of the bill subject to the acceptance of the Engineer-in-charge. Any interim certificate given relating to work done or materials delivered, may be modified or corrected by any subsequent interim certificate or by the final certificate. The certificate of the
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Engineer-in-charge supporting an interim payment shall itself be conclusive evidence that any work or materials to which it relates is/are in accordance with the contract. Pending consideration of extension of date of completion interim payments shall continue to be made as herein provided.
28.4 Time limit for payment of final bill :- The final bill shall be submitted by the contractor within
three months of physical completion of the works. No further claims shall be made by the contractor after submission of the final bill and these shall be deemed to have been waived and extinguished. Payment of those items of the bill in respect of which there is no dispute and of items in dispute, for quantities and at rates as approved by Engineer-in-charge, shall be made within the period specified hereunder, the period being reckoned from the date of receipt of the bill by the Engineer-in-charge.
a) Contract amount not exceeding Rs. 5 lakhs four months. b) Contract amount exceeding Rs. 5 lakhs Six months.
After payment of the amount of the final bill payable as aforesaid has been made the contractor may, if he so desires, reconsider his position in respect of the disputed portion of the final bill and if he fails to do so within 90 days, his disputed claim shall be dealt with as provided in the contract.
28.5 Overpayments and underpayments :- Wherever any claim for the payment of a sum of money to the Corporation arises out of or under this contract against the sub-contractor the same may be deducted by the Corporation from any sum then due or which at any time thereafter may become due to the contractor under this contract and failing that under any other contract with the corporation or from any other sum due to the contractor from the Corporation which may be available with the Corporation or from his security deposit; or he shall pay the claim on demand. The Corporation reserves the right to carry out post payment audit and technical examination of the final bill including all supporting vouchers, abstracts, etc. The Corporation further reserves the right to enforce recovery of any overpayment when detected, not withstanding the fact that the amount of the final bill may be included by one of the parties as an item of dispute before an arbitration and not withstanding the fact that the amount of the final bill figures in the arbitration award. If as a result of such audit and technical examination any overpayment is discovered in respect of any work done by the contractor or alleged to have been done by him under the contract, it shall be recovered by the Corporation from the contractor by any or all of the methods prescribed above. If any under payment is discovered, the amount shall be duly paid to the contractor by the corporation. Provided that the aforesaid right of the Corporation to adjust overpayments against amounts due to the contractor under any contract with the Corporation shall not extend beyond the period of two years from the date of payment of the final bill or in case the final bill is a MINUS bill, from the date the amount payable by the contractor under the MINUS final bill is communicated to the contractor. Any amount due to the contractor under this contract for under payment may be adjusted against any amount than due or which may at any time thereafter become due before payment is made to the contractor from him to the Corporation on any other contract or account whatsoever.
29. Escalation: No escalation whatsoever the reason may be shall be paid. The rates quoted by the agency shall remain firm throughout the period of contract or during extension of time if granted.
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30. Tendered rates are inclusive of all taxes and levies payable under the respective statutes. 31. Turnover tax/works contract tax: - Works contract tax payable to state govt. tax Deptt. of
Delhi & as may be made applicable from time to time shall be the paid by the contractor. 32. Amenities to be provided by Contractor to NPCC : - On acceptance of the tender, the
contractor at his cost will provide immediately the following amenities exclusively for the effective inspection of work by Engineer-in-charge and other staff of NPCC who will be connected with the project. The details for the same is mentioned below. The contractor shall not be entitled for any extra payment for the same:
32.1 Sl. No.
Description Unit Quantity Recovery on Non Compliance
1. VEHICLE (NEW or Not Below 2014 make) New four wheel vehicle of mid segment with Driver & POL, etc. Monthly running shall be restricted to 3000 KM per month
No. 01 (One) Rs.40,000.00 per month
Note
The vehicle shall be the property of the Contractor after the completion of the project and settlement & payment of final bill, whichever is later The Contractor shall be responsible for watch and ward of the vehicle. In case of theft / damage, the contractor shall immediately replace the same with a minimum period of 02 (Two) day with vehicle.
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SPECIAL CONDITIONS OF CONTRACT 1. Deduction of VAT: NPCC limited shall deduct TDS on VAT as per prevailing rules or as
applicable from time to time. 2. Deduction of income tax & Labour cess: - NPCC Ltd. shall deduct `Income Tax’ at source
from all the payments to be made to the contractor in accordance with the provisions of India Income Tax laws. The contractor shall deposit Labour cess with appropriate authority and should submit the deposit challans/receipt to NPCC.
3. Liability for E.P.F. deduction: - The contractor shall be responsible for deducting contribution towards Employee Provident Fund from its employees and deposit the same alongwith its contribution to the concerned regional Provident Fund Commissioner under the employees Provident Fund and Misc. Act. 1952.
4. Wherever the word contractor is mentioned in the tender document this shall mean sub- contractor 5. The special conditions of contract and other contract documents numerated below are
complementary to and shall be read in conjunction with each other. a) Special conditions of contract. b) General conditions of contract. c) Specifications. d) Schedule of quantities.
In case of any conflict of meaning between the special conditions of contract and the general conditions of contract, the provisions in the special conditions of contract shall over ride the corresponding provisions in the general conditions of contract.
6. Contractor shall submit a detailed works programme which shall be discussed and agreed with
NPCC Ltd., this programme shall be prepared in such a way that all the works envisaged in the schedule of items are completed in a phased manner within the time prescribed.
7. It is the responsibility of the contractor to arrange power and water required for the work.
However on availability of water and power, the corporation may provide the same on the request of contractor at one point. No claim on account of non providing of water and power by the corporation shall be entertained.
8. Price variation: - Quantities given in the tender documents may increase or decrease. No
extra payment shall be made for variation in quantities what ever may to the percentage of increase or decrease in the quantities of any item. Rates shall remain firm even if certain items are required to be deleted.
9. Co-operation with other agencies: - The contractor shall fully co-operate with all persons and agencies engaged by NPCC Ltd. for carrying out the work of NPCC. 10. Secured Advance :- Secured Advance/advance against material and advance against
work done shall be paid 75% on production of bill and after receipt of material at site and after certifying by the Site Engineer/Engineer-in-Charge of work will be released after comparing with the rate of item to be executed/ already executed as the case may be.
11. Taxes, duties, levies, etc. : - The contractor shall be responsible for the payment of all taxes,
duties, levies, octroi, etc. on all materials articles that may be used in this work. Any increase
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in the aforesaid taxes, duties and levies etc. that may arise during the currency of the contract shall not be paid to the contractor by NPCC Ltd.
12. Security deposit :- The Security deposit shall be deducted at the time of making of payment
to the contractor or the work done under contract@ 5% of gross amount of each bill on account until security deposit including performance guarantee so which is the value of the 10% of contract value.
13. Refund of security deposit :- The security deposit so retained from the bills of contractors
will be released only after rectification of the defects pointed out by NPCC during the defect liability period i.e. 12 months after certified date of completion of the work.
14. Performance guarantee: - On allotment of the work the contractor shall furnish a performance
guarantee from any Nationalized/scheduled Bank on format prescribed by the Corporation to the extent of 5% (Five percent) amount of total contract value. No payment shall be released to the contractor till such time the contractor furnishes the required performance guarantee to the satisfaction of Engineer-in-charge. The performance guarantee shall be released to the contractor after the successful completion of work to the satisfaction of the Engineer-in-charge.
15. E.P.F. code no. :- The contractor shall be required to obtain independent EPF code no. or
exemption certificate from the regional provident fund commission. 16. Service Tax:- The agency should have quote the rates exclusive of service tax. The service
tax on works shall be reimbursed to the contractor on submission of deposit challan of service tax to the respective authorities.
17. EMD:- The EMD deposited by the lowest bidder shall be released after submission of
performance guarantee or can be adjusted in the performance guarantee.
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LIST OF APPROVED BANKS
Scheduled Banks in India (Public Sector):
• State Bank of India • State Bank of Bikaner and Jaipur • State Bank of Hyderabad • State Bank of Indore • State Bank of Mysore • State Bank of Saurashtra • State Bank of Travancore • Andhra Bank • Allahabad Bank • Bank of Baroda • Bank of India • Bank of Maharashtra • Canara Bank • Central Bank of India • Corporation Bank • Dena Bank • Indian Overseas Bank • Indian Bank • Oriental Bank of Commerce • Punjab National Bank • Punjab and Sind Bank • Syndicate Bank • Union Bank of India • United Bank of India • UCO Bank • Vijaya Bank
Scheduled Banks in India (Private Sector):
• ING Vysya Bank Ltd • Axis Bank Ltd • ICICI Bank Ltd • HDFC Bank Ltd • IDBI Bank Ltd • Standard Charted Bank • Citi Bank
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NATIONAL PROJECTS CONSTRUCTIONCORPORATION LIMITED (A GOVERNMENT OF INDIA ENTERPRISE)
PROFORMA OF BANK GUARANTEE (FOR PERFORMANCE GUARANTEE)
NATIONAL PROJECTS CONSTRUCTION CORPORATION LIMITED,
(Address as mentioned in Notice Inviting Tender) Whereas the National Projects Construction Corporation Limited (hereinafter called “NPCC” which expression shall include its successors and assigns) having awarded a work order/contract / supply order No……….. Dated ………………(hereinafter called the contract) to M/s. …...............…................................ (Hereinafter called the contractor / supplier) at a total price of Rs…............ subject to the terms and conditions contained in the contract. WHEREAS, the terms and conditions of the contract require the contractor to furnish a bank guarantee for Rs…............ (Rupees…................) being ….........% of the total value of the contract for proper execution and due fulfillment of the terms and conditions contained in the contract. We, the Bank, (hereinafter called the “Bank”) do hereby unconditionally and irrevocably undertake to pay to NPCC immediately on demand in writing and without protest/or demur all moneys payable by the contractor/supplier to NPCC in connection with the execution/ supply of and performance of the works/equipment, inclusive of any loss, damages, charges, expenses and costs caused to or suffered by or which would be caused to or suffered by NPCC by reason of any breach by the contractor/supplier of any of the terms and conditions contained in the contract as specified in the notice of demand made by NPCC to the bank. Any such demand made by NPCC on the bank shall be conclusive evidence of the amount due and payable by the bank under this guarantee. However, the Bank’s liability under this guarantee shall be limited to Rs____________in the aggregate and the bank hereby agrees to the following terms and conditions:- (i) This guarantee shall be a continuing guarantee and irrevocable for all claims of NPCC as specified above and shall be valid during the period specified for the performance of the contract including the period of maintenance/warranty . (ii) We, the said bank further agree with NPCC that NPCC shall have the fullest liberty without our consent and without affecting in any manner our obligations and liabilities hereunder to vary any of the terms and conditions of the said contract or to extend time for performance of contract by the contractor from time to time or to postpone for any time or from time to time any of the powers exercisable by NPCC against the contractor/supplier under the contract and forbear or enforce any of the terms and conditions relating to the said contract and we shall not be relieved from our liability by reason of any such variations or extension being granted to the contractor or for any forbearance, act or omission on the part of NPCC or any indulgence by NPCC to the contractor or by any such matter or thing whatsoever, which under the law relating to the sureties would, but for this provision, have effect of so relieving us.
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(iii) This guarantee/undertaking shall be in addition to any other guarantee or security whatsoever NPCC may now or at any time have in relation to the performance of the works/equipment and the company shall have full re-course to or enforce this security in performance to any other security or guarantee which the NPCC may have or obtained and there shall be no forbearance on the part of the company in enforcing or requiring enforcement of any other security which shall have the effect of releasing the Bank from its full liability. It shall not be necessary for NPCC to proceed against the said contractor/supplier before proceeding against the Bank. (iv) This guarantee/ undertaking shall not be determined or affected by the liquidation or winding up, dissolution or change of constitution or insolvency of the supplier/ contractor, but shall in all respects and for all purposes be binding and operative until payment of all moneys payable to NPCC in terms thereof are paid by the Bank. (v) The Bank hereby waives all rights at any time inconsistent with the terms of this Guarantee and the obligations of the bank in terms hereof, shall not be otherwise effected or suspended by reasons of any dispute or disputes having been raised by the supplier/contractor (whether or not pending before any Arbitrator, Tribunal or Court) or any denial of liability by the supplier/contractor stopping or preventing or purporting to stop or prevent any payment by the Bank to NPCC in terms hereof. We, the said Bank, lastly undertake not to revoke this guarantee during its currency except with the previous consent of NPCC in writing. Unless a claim is made in writing within three months from the date of expiry of this guarantee i.e (Three months after the date of expiry) we shall be relieved from all liabilities under this guarantee thereafter. Signed this …................ day of ….................. at………. For and on behalf of Bank WITNESS. 1. 2.
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AGREEMENT FOR WORK This Agreement No. --------------- made on ----- day of -----------------, 2016 between National Projects Construction Corporation Limited a company registered under the Companies Act 1956 and having its registered office at Raja House, 30-31, Nehru Place, New Delhi- 110 019 in the State of Delhi and Corporate office at Plot No. 67-68, Sector – 25, Faridabad in the state of Haryana (Herein after referred to as “ NPCC LIMITED” which expression shall unless the context require otherwise include its administrators, successors and assign) and M/s ------------------------------------------------------------------------------------- in the State of ---------- ( Herein after referred to as “ -------------------- “ which expression shall unless the context requires otherwise includes their respective heirs, executors, administrators, and legal representatives through Shri --------------------------------- of the other part. WHEREAS M/s ------ has submitted their offer for the work of providing detailed ----------------------------------------------------------------------------- for -------------------------------------------------------------------------------------------. (Herein after referred to as ------) WHEREAS the NPCC LIMITED has called the tender for the said ------------- vide tender notice no. --------------------------------- Dated ------------ and the same is responded and quoted by M/s ----------- alongwith their offer dated ----------------- NPCC LIMITED issued a letter of award bearing no. -------------------------- Dated ------------------ as the rate of --- % on project cost (-----------------------) and M/s ---------------------- has agreed and confirmed their unconditional acceptance to the NPCC LIMITED’s said letter of award. NOW THIS INDENTURE WITNESSETH that in consideration of the payment to be made as per terms and conditions by NPCC LIMITED to M/s ------------- aforesaid letter of acceptance M/s -------------------- will duly perform the said work and shall execute the same with great promptness, care and accuracy in workman like manner to the satisfaction of ------------- as well as NPCC LIMITED and will complete the same in accordance with the said specifications and conditions of contract and complete the same within the stipulated time as stated in the tender document. The following shall be the part of this agreement:- 1. NPCC LIMITED letter of award no. --------------------------------- Dated ---------. 2. M/s ------- offer dated ---------------------. 3. NPCC LIMITED’s tender documents and its terms, conditions, specification etc. 4. Schedule of rates. AND THE NPCC LIMITED do hereby agree that if M/s ------------ shall duly perform the said work in the manner aforesaid and observed to keep the said terms and conditions, NPCC LIMITED will pay/cause to be paid to M/s ---------------- for the said work, due in that respect, at the rates set forth in the Schedule off rates. It is hereby agreed that all the provisions of the said conditions, specifications which have been carefully read and understood by M/s -------------------- and bill of quantities/scope of work shall be as binding upon M/s ----------- and upon NPCC LIMITED as if the same have been repeated herewith and shall be read as part of these presents. For M/s ------------------------ For M/s N.P.C.C. LIMITED. Witnesses Witnesses
SIGNATURE OF TENDERER
NAME:
ADDRESS:
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TENDER FOR CONSTRUCTION OF YOGA BUILDING, LADIES TREATMENT SECTION/GENTS
TREATMENT SECTION AND GENERAL WARD,CRI, JHAJJAR
CIVIL SPECIFICATIONS
ALL WORKS SHALL BE CARRIED OUT IN ACCORDANCE WITH LATEST CPWD SPECIFICATIONS AND NPCC GUIDELINES WITH UP TO DATE CORRECTION SLIPS WHEREVER APPLICABLE UNLESS AND OTHER WISE SPECIFIED.
SPECIFICATION OF NON SHEDULE ITEMS
NSC-1:
Restroom cubicle system with intermediate panel,pilaster and door compact laminate as per IS 2046
with the one continuous panel without any joint,all intermediate panels,pilasters and doors shall be 12
mm thick with edges chamfered.The solid compact laminate (Phenolic core board ) is based on
thermosetting resins,homogeneously reinforced with cellulose fibres,top surface on both side is
melamine coated which is scratch and impact resistant,all pilasters shall be supported by adjustable
foot and non corrosive stell inserts.top rail and wall fixing with an exterior grade polyamide coating
guarantees resistant to breakage,heat ,humidity and chemicals with base of foot anchored to floor with
clearance height of 150 mm.Provide accessories as ,heat and bacteria resistant polyamide privacy
thumbturn,door knob,coat hook,cover and extruded epoxy coated aluminium U channel, standard
height of cubicle:2039 mm,width:900 mm,depth:1550,door width:600mm,door height:1830
mm,physically challanged cubicle dimension:1500x1750 mm(Width x depth).
NSC-2 TO NSC-6: Detailed specifications as per boq item. kindly refer respective boq item
Jungle clearance item will be operated with permission of Engineer - in charge for the other area than where the work is to be done. Making of groove at the junction of brick wall and slab inside the room shall not be paid Work shall be carried out as per latest CPWD specifications and NPCC guidelines. Skirting is 10 cm high. Nothing extra shall be paid for making drip course in projected slab. Green Building Compliance Low VOC paints shall be used.
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NSC-7
cinder cocrete 1 : 15 ( 1 cement : 15 cinder 12.5 mm nominal size ) in sunken portion including minimum compaction complete as per directions of Engineer In Charge
NSC-8 Making drain Holes in RCC Slabs by Providing and embeding 40mm dia & 75mmlong ( Approx.) long
pieces of ordanary PVC pipe, in RCC Precast slabs (Drain Covers), during casting of the slabs
complete. NSC-10: Providing and fixing SS H-Handles, 1200mm length of standard make (ozone, dorma or equivalent)
with provision of all fixing accessories in the frameless glazing. The stainless steel shall be of 304
grade and it shall be brushed polished. The rate shall include the cost of fixing, screws, buffers etc.
NSC-11: door handle wiith mortise lock and key of Dorset-(locksets ML) With Galeo Handle set as per
specification complete.(Available as a set of 10” Mortise handles, one mortise lock body (10”) & a
cylinder) as per standard Manufacture specifications. To be approved by the consultant before
installation. Cost to include fixing and fixing accessories, making provisions in the door etc all
complete.
NSC-9: Galvanized iron puddle flanges consisting of 6 mm MS plates and pipes as per approved standard
design and make.
NSC-12: Providing & Fixing Chicken Wire Mesh on Joints of RCC & Brick Work Before Plastering Work. The
applications surface shall be cleaned and all fixing arrangement shall be done without any extra
costing to the client.
NSC-13: stainless steel ( Grade 304) railing made of Hollow tubes as top rail, 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.The railing shall
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also be provided with glass infill between two balustrades and all the neceessaryy fixing arrangement
for recieving the toughened glass of 8mm thickness. The rate shall include cutting holes etc as per the
direction of engineer in charge all complete.
NSC-14:
Storage to be formed of 19mm commercial Board and finished on all internal surfaces with 1mm thick
approved shade of laminate with fixed shelves made of 18mm thick prelaminated MDF board with all
exposed edges finished with 2mm thick PVC edge band (factory finished) as per details & architect
approval. Shutters of cabinet to be formed of 19mm thick commercial board finished with 1.5 mm thk
laminate on outer surfaces and 0.8mm thick approved shade of laminate inside. Rear backing of
cabinet to be formed with 12mm commercial plywood complete in all respect including 100mm high
laminate finished skirting as per approval/details. the cupboard shall have 2 nos drawer running on
drawer channels of best quality(Hettich or equivalent). one drawer shall be lockable. the brass lcok
shall be used for the same. the drawer shall have 100mm Long SS handles fixed by cutting a chase in
the front of the drawer. Storage to be complete with hardware installed as per the appoved
model/make & as directed to consist of the following: Shutter to have 2 nos of automatic spring loaded
hinge of approved make installed strictly a per manufacturers guidelines with requisite tools/jigs. Each
set of shutters to be provided with 1no. multi purpose lock as specified, SS handles size 900mm long
as per approval, auto bolt, etc. (Hettich/dorma make) .The depth of cupboard shall be 600mm depth
including the thickness of the backing ply. Wooden members/boards to be as per CPWD
Specifications.
NSC-15:
10mm thick toughened glass in toilets as bathing partition measuring 900mm X 2100mm and securely
fixed to the floor with the help of the C-Channels at the base and top runner of stainless steel of
standard make for fixing toilet glass partition of dorma/dorset/hettich or equivalent make.allrounding
ofeddges,holesshall beincluded in the rate.
NSC-16:
Providing and applying Plaster of Paris punning of average thickness 12mm to existing wall
surfaces/ceiling in true level and plumb complete as directed.
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Broad Schedule of Finishes: CRI,JHAJJAR
Sr No
1 Flooring As per drawings. Barrack-kota,quarters-virfied Toilet-glazed ceramic Dado in all areas
2. Putty All Areas Except Where Dado Specified
3 Terracing Brick bat coba as per specifications
4 Door Frames/Window Frames Sal wood Door Shutters
(I) Flush Door 35mm Thick Solid Core, non Decorative, Factory Made, ISI Marked (IS 2202 Part-I-1999)
(II) aluminium glazed door at the entrance of barracks
4(a) Plinth protection All around the building 750mm wide as spec 5 Rain water pipes (a) 110mm dia uPVC pipe ISI marked (IS:4985) of 6 kg
per sqcm pressure rating. (b) PVC holder bat clamp shall be embded in PCC 1:2:4
block of size 100x100x190mm. The clamps shall be provided at all joints and shall be tightly fitted on the socket of the pipe.
6 Skirting (a) 100mm high All areas to match flooring
8. Plastering (a) Internal-12mm thick in CM 1:6 in one coat. (b) Hole for cooking gas pipe shall be provided in
kitchen counter. 10 Grills/ Guard bars/railings
Shall be provided to all windows / vents as per detailed drawings. Stainless steel railings with glass infill panels for the railings wherever used in the projection/balconies.
11 Ironmongery (Hardware fittings) (a) Butt Hinges Shall be cold rolled mild steel medium
weight ISI marked (IS-1341)
(b) Single action Spring Hinges Mild steel with steel wire spring stove enameled black japanned of size 110mm shall be provided to wire gauged shutters
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(IS:452) (c) Continuous Piano Hinges Size 30mm with bright finishes
shall be provided in cupboard and kitchen cabinet (IS:3818).
(d) Door Handle Brass type 4, ISI marked (IS-208) (e) Tower bolt Brass barrel tower bolt ISI marked (IS-204
Part-II-1992). (f) Sliding door bolt Brass sliding door bolt (Aldrop) type 2,
bolt of Extruded section of brass 16mm dia, ISI marked (IS-2681)
(g) Double action Spring Hinges Mild steel with steel wire spring stove enameled, ISI marked (IS-453).
(h) Cup-board pipe 19mm dia Stainless Steel pipe of wall thickness 1.6mm.
(j) Door stopper Aluminium rubber stopper double legged shall be fixed to bottom rail of door shutter.
(k) Ball catcher Brass heavy duty confirming to IS-8756 (l) Hook & eye Aluminium anodized, 150mm size. (m) Magic eye Brass body with both sides lenses, best
quality. (n) Mortice lock Brass vertical type, size 100mm, 4 levers of
approved make confirming to IS-5930. (o) Haspe & staple Brass.
12 External finish/cladding Refer drawings of elevations
12(a) Painting All internal walls to be painted in OBD of approved colour( as/approval) All ceilings to be painted white in colour with OBD as approval
13 Synthetic Enamel Paint (a) Wooden surfaces: Two coats of synthetic enamel paint
over one coat of pink primer. (b) Steel surfaces Two coats of synthetic enamel paint over
one coat of red oxide primer.
14 Glazing (a) 5mm thick float glass for panes (b) 4mm thick frosted glass in windows / vents of toilets, bath
and WC.
15 Curtain rods High strength Aluminium rod powder coated paint
thickness 40-60 microns, outer dia 28mm & inner dia 24.5mm, plastic rings made of ABS plastics. (Make-MAC-Sleek line type II/Vista levolar Soffio-II). Brackets shall be of galvanized steel 1.6mm thick.
17 RCC Jali 40mm thick RCC jali set in CM 1:3. 17 HDPE WATER STORAGE TANK As plumbing drawings and spec
18 PLUMBING WORK (a) As plumbing drawings and spec
19 SANITARY FITTINGS (a) Water closet European type: Vitreous china wash down
European water closet pan (Pedestal type), 1st quality white colour with ‘p’ trap.as/approval
(b) Flushing cistern Low level PVC flushing cistern 3/6 ltr
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capacity dual flush, feather touch operated, white/ coloured, as approval ISI marked (IS-7231).
(c) Plastic seat cover Shall be solid of PVC / fibre, ISI marked (IS-2543 Part-I-1983) as/approval
(e) Water closet Anglo Indian type Vitreous china UNIVERSAL with ‘P’ trap catalogue No 2061 white or catalogue No 200120 of Hindware make or equivalent approved makes.
(f) Wash hand basin as/approval (g) Stainless Steel Kitchen Sink Supply and fix IS marked
(IS: 13983) single bowl kitchen sink with drainage board in regular range, glossy finish; made of stainless steel grade 304AISI 18/8 & 1mm thick with overall size as available with side border as specified in IS code. SAIL logo to be embossed on kitchen sink.
(h) Wall mixer CP brass wall mixer non telephonic/telephonic with fancy knob confirming to IS-8931-1993.
(j) (k) Towel rail Aluminium chromium plated 20mm dia tubular
towel rail 60 cm long including brackets.
(l) Looking Mirror 5mm thick polished float glass mirror, size as specified
(m) Glass shelves 8mm thick float glass corner shelves two Nos of 300mm radius shall be provided in each toilet.
20 COCKROACH TRAP Stainless steel cockroach trap of approved make.
21 GULLY TRAP Gully trap shall be salt glazed stone ware with rebated top
and 100mm dia (bore) outlet with grating of size 15cmx15cm it shall be set in cement concrete foundation of size 53cmx53cm with overall depth of equal to depth gully trap and 10cm (below gully gap) with PCC 1:3:6 type C-1. PCC kerb 1:2:4 type B-1 on top of PCC foundation block shall be provided kerb around CI grating of size 32.5 cm x 32.5 cm.
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PLUMBING TECHNICAL SPECIFICATIONS
A) PLUMBING/SANITARY WORKS: 1.0 GENERAL: 1.1 The work shall be carried out in the accordance with the drawings and design as would be
issued to the Contractor by the Design Consultant duly signed and stamped by him. The Contractor shall not take cognizance of any drawings, designs, specifications etc. not bearing Design Consultant signature and stamp. Similarly the Contractor shall not take cognizance of instructions given by any other Authority except the instructions given by the Client’s Representative in writing.
1.2 The work shall be executed and measured as per metric dimensions given in the Bill of
Quantities, drawings etc. 1.3 The Contractor shall acquaint himself fully with the partial provisions for supports that may or
may not be available in the structure and if are available then utilize them to the extent possible. In any case the Contractor shall provide all the supports regardless of provisions that they have been already made. Nothing extra shall be payable for situations where insert plates (for supports) are not available or are not useful.
1.4 Shop coats of paint that may be damaged during shipment or erection shall be cleaned off with
mineral spirits, wire brushed and spot primed over the affected areas, then coated with paint to match the finish over the adjoining shop painted surface.
1.5 The Contractor shall protect / handle the material carefully and if any damage occur while
handling by the Contractor then the sole responsibility shall be of the Contractor. Such damages shall be rectified/recovered by the Contractor at no extra cost whatsoever.
1.6 The Contractor shall, within twenty one (21) days of receipt of the Notice of Award for the
Project, where applicable, complete the submission of shop drawings to the Client’s Representative for approval by the Design Consultants in order to conform to the contract schedule.
1.7 Measurements: All measurements shall be taken in accordance with relevant IS codes, unless otherwise
specified. B) APPLICABLE CODES AND STANDARDS:
All equipment, supply, erection, testing and commissioning shall comply with the requirements of Indian Standards and code of practice given below as amended upto the date of submission of Tender. All equipment and material being supplied shall meet the requirements of BIS and other relevant standard and codes. Plumbing Works: Vitreous Chinaware - IS:2556 - 1974 (Part - I)
40
- IS:2556 - 1981 (Part - II) - IS:2556- 2556 (Part - III)
Ball Valve - IS:1703 - 1977 Cistern Brackets - IS: 775 - 1970 Toilet Seat Cover - IS:2548 - 1983 Vitreous China Cistern - IS:2326 - 1987 Sand Cast Iron Pipes and Fittings - IS:1729 - 1979 Spun Cast Iron Pipes and Fittings - IS:3989 - 1984 GI Pipes - IS:1239 - 1979 Galvanising for GI Pipes - IS:4736 - 1986 Pipe Threads - IS: 554 - 1985 Malleable Iron Fittings - IS:1879 - 1987 Cast Iron Sluice Valves - IS: 780 - 1984 Full Way Valves - IS: 778 - 1984 Brass Ferrule - IS:2692 - 1978 Stone Ware Gully Trap - IS: 651 - 1980 RCC Pipes - IS: 458 - 1971 Cast (Spun) Iron Fittings - IS:1538 - 1976 Pig Lead - IS: 782 - 1966 Induction Motors - IS:4691 Code for Measurements - IS:1200 uPVC Pipes and Fittings - IS:4984 Specification for Caulking Lead - IS:782 Code of Practice for laying of concrete - IS:783
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C) SANITARY FIXTURES & C.P. FITTINGS:
SCOPE:
Work under this section shall consist of transportation, furnishing, installation, testing and commissioning and all labour as necessary as required to completely install all sanitary fixtures, brass and chromium plated fittings and accessories as required by the drawings and specified hereinafter or given in the Bill of Quantities.
General Requirements
All fixtures and fittings shall be fixed with all such accessories as are required to complete the
item in working condition whether specifically mentioned or not in the Bill of Quantities, specifications, drawings.
All fixtures and accessories shall be fixed in accordance with a set pattern matching the tiles
or interior finish as per architectural design requirements. Wherever necessary the fittings shall be centered to dimensions and pattern desired.
Fixing screws shall be half round head chromium plated brass with C.P. washers wherever
required as per directions of Client’s Representative.
All fittings and fixtures shall be fixed in a neat workmanlike manner true to levels and heights shows on the drawings and in accordance with the manufacturers recommendations. Care shall be taken to fix all inlet and outlet pipes at correct positions. Faulty locations shall be made good and any damage to the finished floor, wall or ceiling surfaces shall be made good at Contractors cost.
All fixtures of the similar materials shall be by the same manufacturers.
All fittings shall be of the chromium plated materials.
Without restricting to the generally of the foregoing the sanitary fixtures shall include all
sanitary fixtures, C.P. fittings and accessories etc. necessary and required for the building.
Whether specifically mentioned or not all fixtures and appliances shall be provided with approved fixing devices, nuts, bolts, screws, hangers as required. These supports shall have the necessary adjustment to allow for irregularities in the building area construction.
For the installation of the CP fittings, teflon tape shall be used.
1 Twin coat hooks
Contractor shall install all chromium plated and porcelain accessories as shown on the drawings or directed by the Project Manager.
Twin coat hooks shall be fixed with C.P. brass half round head screws and cup washers in wall
with rawl plugs or nylon sleeves and shall include cutting and making good as required or directed by Project Manager.
Recessed porcelain accessories shall be fixed in walls and set in cement mortar 1:2 (1 cement:
2 coarse sand) and fixed in relation to the tiling work as per Interior Designer’s drawings.
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2 Glass mirror
The mirrors shall be of size specified in the material schedule with or without bevelled edges.The mirrors glass shall be free from all defects & shall give clean undisturbed image at any distance & angle.The mirror shall be mounted on Asbestos sheets or 6mm plywood with brass counter sunk screws with washers and detachable G.P.caps.
3 Sink mixer
Sink mixer complete, including cutting and making good the walls wherever required. 4 Cockroach trap
Stainless steel cockroch trap consisting of 0.45 mm thick inner and outer cup and 1.00 mm thick top grating (Jali) with ring to be fixed inside ‘P’ traps with cement concrete.
5 MEASUREMENT:
Sanitary fixtures shall be measured by numbers.
Rates for all items mentioned above shall be inclusive of cutting holes and chases and making good the same, stainless steel screws, nuts, bolts and any fixing arrangements required and recommended by manufacturers, testing and commissioning.
Project Manager’s decision with respect to the correct interpretation regarding mode of
measurement shall be final and binding on the contractor.
D) SOIL, WASTE PIPES & FITTINGS 1 Scope of work
Work under this section shall consist of furnishing all labour, materials, equipment and appliances necessary and required to completely install all soil, waste, vent and rainwater pipes and fittings as required by the drawings, and given in the Schedule of Quantities.
Without restricting to the generality of the foregoing, the soil, waste, vent pipes system shall include the following:-
Vertical and horizontal soil, waste, vent pipes, and fittings, joints, clamps, connections to fixtures.
Connection of all pipes to sewer lines as shown on the drawings at ground floor levels. Drainage, channels, gratings & floor drains. Floor and urinal traps, cleanout plugs, inlet fittings and rainwater heads/Khurras Testing of all pipe lines
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2 General requirements
All materials shall be new of the best quality conforming to specifications and subject to the approval of Project Manager.
Pipes and fittings shall be fixed truly vertical, horizontal or in slopes as required in a neat
workmanlike manner.
Pipes shall be fixed in a manner as to provide easy accessibility for repair and maintenance and shall not cause obstruction in shafts, passages etc.
Pipes shall be securely fixed to walls and ceilings by suitable clamps intervals specified.
Access doors for fittings and clean outs shall be so located that they are easily accessible for repair and maintenance. Any access panel required in the civil structure, false ceiling or marble cladding etc. shall be clearly reported to the DPL in the form of shop drawing so that other agencies are instructed to provide the same.
3 Piping System
Schedule of Pipes Use
uPVC pipes 75,110 ,160mm OD Vt. stacks for Soil, Waste., Vent & RWP
uPVC pipes 40,50 & 63 mm dia pvc pipes Horizontal.For Soil, Waste.
Vent pipes(welded joints) 6 kg/sqcm class III
4 Soil & Waste Pipes
The Soil & Waste Pipe System above ground has been planned as a "two pipe system" as defined in IS : 5329 having separate pipes for waste for kitchen sinks, showers, washbasins AHU’s condensate drains and floor drains and is approved by Project Manager.
Toilet layouts have been so arranged that the W.C. outlets shall be with “P” trap above ground.
5 uPVC Pipes & Fittings
Soil, Waste and Anti-siphonage pipes and fittings shall be uPVC. All pipes shall be straight and smooth conforming to IS: 13592 or as specified in Schedule of Quantities.
Pipes and fittings for main vertical stacks & branches 110 mm, & 75 mm dia shall be Soil, Waste & Rainwater System known in the short form as SWR drainage system with injection moulded fittings with approved type of socket & ‘O’ rubber ring joints.
Joints shall be done as per the manufacturer’s recommendations. The pipes and fittings must have matching dimension for perfect joints in the system. ‘O’ ring fittings must have sufficient gap (approx. 10 mm) for thermal expansion of pipes.
uPVC pipes shall be clamped to the wall with approved type uPVC saddle clamps/U clamps and G.I. rod fixed to the angle iron support system within the shaft.
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Use proper uPVC pipe adapters for connections between traps & uPVC pipes where necessary. Such joints shall be made of an approved type of ‘Putty’.
6 Clamps
For uPVC pipes standard uPVC clamps shall be used. For other pipes M.S. clamps, supports and hangers provided shall be galvanised. Factory made Pre fabricated clamps shall be preferred. Contactor may fabricate the clamps of special nature and galvanise them after fabrication but before installation. (Clamps shall be fabricated from mild steel sections) All nuts, bolts, washers and other fasteners shall be factory galvanised.
Clamps shall be of approved designs and fabricated from M.S. flats and other sections of thickness and sizes as per drawings or contractor’s shop drawings. Clamps shall be fixed in accordance to manufacturer’s details/shop drawings to be submitted by the contractors.
When required to be fixed on RCC columns, walls or beam they shall be fixed with approved type of galvanised expansion anchor fasteners (Dash fasteners) of approved design and size according to load.
Structural clamps e.g. trapeze or cluster hangers shall be fabricated by electro-welding from M.S. structural members e.g. rods, angles, channels flats as per Contractors shop drawing shall be galvanised after fabrication. All nuts, bolts and washers shall be galvanised.
Galvanised slotted angle/channel supports on walls shall be provided wherever shown on drawings. Angles/channels shall be of sizes shown on drawings or specified in schedule of quantities. Angles/channels shall be fixed to brick walls with bolts embedded in cement concrete blocks and to RCC walls with anchor fasteners mentioned above. The spacing of support bolts on support members fixed horizontally shall not exceed 1 m.
7 Clean out plug
Clean out plug for Soil, Waste or Rainwater pipes laid under floors shall be provided near pipe junctions bends, tees, “Y’s” and on straight runs at such intervals as required as per site conditions. Cleanout plugs shall terminate flush with the floor levels. They shall be threaded and provided with key holes for opening. Cleanout plugs shall be Cast Brass screwed to a G.I. socket. The socket shall be lead caulked to the drain pipes.
8 P Trap
P traps where specified shall be of multi inlet uPVC traps (SWR) having a minimum 50 mm
deep seal. The trap and waste pipes when buried below ground shall be set and encased in cement concrete blocks firmly supported on firm ground or when installed on a sunken RCC structural slab. The blocks shall be in 1:2:4 mix (1 cement: 2 coarse sand: 4 stone aggregate 20 mm nominal size).
Contractor shall provide all necessary shuttering and centring for the blocks. Size of the block shall be 30x30 cms of the required depth.
9 Floor Drain
Floor drain where specified shall be of multi inlet uPVC traps (SWR) having a minimum 50 mm deep seal. The drain and waste pipes when buried below ground shall be set and encased in cement concrete blocks firmly supported on firm ground or when installed on a sunken RCC
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structural slab. The blocks shall be in 1:2:4 mix (1 cement: 2 coarse sand: 4 stone aggregate 20 mm nominal size).
Contractor shall provide all necessary shuttering and centring for the blocks. Size of the block
shall be 30x30 cms of the required depth. 10 Waste pipe from appliances
Waste pipe from appliances e.g. washbasins, sinks and urinals shall be uPVC in all toilets, kitchen, pantries and service areas where so required, and as given in the Schedule of Quantities or shown on the drawings.
All pipes shall be fixed in gradient towards the connection to stack ,trap or drain. Pipes inside
all toilets shall be in chase unless otherwise shown on drawings where so required and shown on drawings or directed by the Project Manager.
11 Encasing in Cement Concrete
Encasing of pipes is required to provide stability to the line and prevent its damage during construction.
uPVC soil and waste pipes under floor Pipes laid in sunken slabs and in wall chases (when cut specially for the pipe) shall be encased in cement concrete 1:2:4 mix (1 cement: 2 coarse sand: 4 stone aggregate 12 mm size) 75 mm in bed and all round. When pipes are running well above the structural slab, the encased pipes shall be supported with suitable cement concrete pillars of required height at intervals of 1.8 m.
Cutting and making good
Contractor shall provide all holes cut outs and chases in structural members necessary and
required for the pipe work as building work proceeds. Wherever cut outs , holes are left in the original construction , they shall be made good with cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 stone aggregate 20 mm nominal size) or cement mortar 1:2 (1 cement: 2 coarse sand) and the surface restored as in original condition.
12 Testing
Testing procedure specified below apply to all soil, waste and vent pipes above ground including laid in ceiling.
Entire drainage system shall be tested for water tightness and smoke tightness during and after
completion of the installation. No portion of the system shall remain untested. Contractor must have adequate number of expandable rubber bellow plugs, manometers, smoke testing machines, pipe and fitting work test benches and any other equipment necessary and required to conduct the tests.
All materials obtained and used on site must have manufacturer's hydraulic test certificate for
each batch of materials used on the site.
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13 Measurements
General
Rates quoted for all items shall be inclusive of all work and items given in the Specifications and Schedule of Quantities.
Rates are applicable for the work in ground, in shafts ,at ceiling level area and for all depths
and heights of buildings.
Rates are inclusive of cutting holes and chases in RCC and masonry work where no sleeves or cut outs have been provided during construction and making good the same.
Rates are inclusive of pre testing on site, testing of the installations, materials and
commissioning of the works.
Pipes (unit of measurement linear meter to the nearest centimetre).
uPVC soil, waste, vent, anti siphonage, rain water pipes, drainage pipes shall be measured net when fixed correct to a centimetre including all fittings along its finished length.
Cement concrete around pipes shall be measured along the centre of the pipe line measured
per linear metre and include any masonry supports, shuttering and centring cutting complete as described in the relevant specifications.
Slotted angles/channels shall be measured per linear metre of finished length and shall include
support bolts and nuts embedded in masonry walls with cement concrete blocks and nothing extra will be paid for making good the same.
Fittings (excluding pipe fittings) (Unit of measurement by numbers)
Urinal traps, trap gratings, hoppers, cleanout plugs shall be measured by number per piece and shall include all items described in the relevant Specifications and Schedule of Quantities.
E) WATER SUPPLY: 1 Scope
Work under this section consists of furnishing all labour, materials equipment and appliances necessary and required to completely install the water supply system as required by the drawings, specified hereinafter and given in the bill of quantities.
Without restricting to the generality of the foregoing, the water supply system shall include the
following:-
i. Pipe protection & painting. ii. Connections to all plumbing fixtures, tanks, pumps etc. iii. Providing hot water pipe lines and supply point with isolation valves, wherever required. iv. Control valves, masonry chambers and other appurtenances. v. Connections to all plumbing fixtures, tanks and appliances.
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vi. Excavation and refilling of pipe trenches, wherever necessary. vii. Internal galvanized water supply piping inside the toilets shaft/plant room/terrace. viii. Testing all line and fixtures as specified.
2 General Requirements
All materials shall be new of the best quality and shall be furnished, delivered, erected, connected and finished in every detail conforming to specifications and subject to the approval of Client’s Representative/Architect.
Pipes and fittings shall be fixed truly vertical, horizontal or in slopes as required in a neat
workmanlike manner.
Short or long bends shall be used on all main pipe lines as far as possible. Use of elbows shall be restricted for short connections.
As far as possible all bends shall be formed by means of hydraulic pipe bending machine for
pipes upto 65mm dia.
Pipes shall be fixed in a manner as to provide easy accessibility for repair and maintenance and shall not cause obstruction in shafts, passages etc. and shall be selected and arranged so as to fit properly into the allocated building space.
Pipes shall be securely fixed to walls by suitable clamps at intervals specified.
Valves and other appurtenances shall be located to provide easy accessibility for operation,
maintenance and repairs.
Connection between dissimilar materials.
Drawings illustrating block out and penetration of pipes in the wall/floor/slab.
Unions: Contractor shall provide adequate no. of unions on all pipes to enable dismantling later and for servicing. Union shall be provided near each gunmetal valves.
3 (CPVC) G.I. pipes, fittings & valves
All pipes inside the buildings for domestic hot and cold water supply shall be CPVC conforming
to CTs SDR-13.5 at a working pressure of 320 PSI at 23 deg.C. and 80 PSI at 82 deg. C.
Solvent welded CPVC fittings etc. tees, elbows, couplers, unions, reducers, brushing etc. including transition fittings (connection between CPVC and metal pipes/G.I. ie. Brass adopters conforming to ASTM D-2846) shall be provided.
All pipes shall be fixed in accordance with layout and alignment shown on the drawings. Care shall be taken to avoid air pockets. G.I. pipes inside toilets shall run above false ceiling with vertical drop in wall chases for all fixtures. No pipes to run inside sunken floor as far as possible. Pipes may run under the ceiling or floors and other areas as shown on drawings.
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4 Joining Pipes & Fittings Cutting
Pipes shall be cut either with a wheel type plastic pipe cutting or hacksaw blade and care shall be taken to make a square cut. All burrs should be removed for proper contact between pipe and fittings during jointing. Solvent Cement Application
Only CPVC solvent cement conforming to ASTM-F-493 should be used for joining pipe with fittings. An even coat of solvent cement should be applied on the pipe end and a thin coat inside the fitting socket. Assembly
After applying the solvent cement on both pipe and fitting socket, pipe should be inserted into the fitting socket within 30 seconds, and rotating the pipe ¼ to ½ turn while inserting so as to ensure even distribution of solvent cement with the joint. The assembled system should be held for 10 seconds (approximately) in order to allow the joint to set up. Testing
The system should be hydrostatically pressure tested at 150 psi (10 Bar) for one hour. During pressure testing, the system should be fitted with water and if a leak is found, the joint should be cut out the replaced with new one.
Transition of Flow guard CPVC in metals
When making a transition connection to metal threads, special brass/plastic transition fitting (Male and female adapters) should be used. Plastic threaded connections should not be over torque.
Threaded sealants Teflon tape shall be used to make threaded connections leak proof.
Solvent Cement
Only CPVC solvent cement conforming to ASTMF 493 should be used for joining pipe with
fittings and valves. Hangers and supports
For Horizontal runs, support should be given at 3 feet (90 cms) intervals for diameters of one inch and below and at 4 feet (1.2 m) intervals for larger sizes.
Supports should be as per the below mentioned table:
Size of pipe
20ºC 49ºC 71ºC 82ºC
Inch Ft. Ft. Ft. Ft. ½” 5.5 4.5 3.0 2.5 ¾” 5.5 5.0 3.0 2.5 1” 6.0 5.5 3.5 3.0
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1¼” 6.5 6.0 3.5 3.5 1¼” 7.0 6.0 3.5 3.5 2” 7.0 6.5 4.0 3.5
Anchor Fasteners
All pipe supports, hangers and clamps to be fixed on RCC walls, beams, columns, slabs and masonry walls 230mm thick and above by means of galvanised expandable anchor fasteners in drilled holes of correct size and model to carry the weight of pipes. Drilling shall be made only by approved type of power drill as recommend and approved by manufacturer of the anchor fasteners. Failure of any fastening devices shall be the entire responsibility and contractor shall redo or provide additional supports at his own cost. He shall also compensate the DPL for any damage that may be caused by such failures. Unions
Contractor shall provide adequate number of unions on all pipes to enable easy dismantling later when required. Unions shall be provided near each gunmetal valve, stop cock, or check valve and on straight runs as necessary at appropriate locations as required and/or directed by Project Manager. Flanges
Flanged connections shall be provided on pipes as required or where shown on the drawings, all equipment connections as necessary and required or as directed by the Project Manager. Connections shall be made by correct number and size of GI nuts, bolts & washers with 3 mm thick gasket. Where hot water connections are made insertion gasket shall be of suitable high temperature grade and quality approved by the Project Manager. Bolt hole dia for flanges shall conform to match the specification for C.I. sluice valve to I.S. 780. and C.I. butterfly valve to IS: 13095. Trenches
All water supply pipes below ground shall be laid in trenches with a minimum cover of 60 cms. The width and depth of the trenches shall be as follows:- Dia of pipe Width of trench Depth of trench ------------- --- --------------- ------------------- 15 mm to 50 mm 30 cms 75 cms 65 mm to 150 mm 45 cms 100 cms Sand filling
G.I. pipes in trenches shall be protected with fine sand 15 cms all round before filling in the trenches.
Painting (Painting for CPVC pipes not required)
All pipes above ground shall be painted with one coat of red lead and two coats of synthetic enamel paint of approved shade and quality. Pipes shall be painted to standard colour code given in this documents or specified by Project Manager.
Pipe protection (Protection for CPVC pipes not required)
All G.I. pipes in wall chase /below floors or laid under ground shall be protected against
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corrosion by the application of two coats of bitumen paint covered with polythene tape and a final coat of bitumen paint.
G.I. waste pipes buried in ground or sunken slab shall be protected with multilayer bitumen membrane tape 3mm thick with a final coat of hot or cold applied bitumen. Pypkote or equivalent. Painting (Painting for CPVC pipes not required)
All pipes above ground shall be painted with one coat of red lead and two coats of synthetic
enamel paint of approved shade and quality. Pipes shall be painted to standard colour code given in this documents or specified by Project Manager.
Pipe protection (Protection for CPVC pipes not required)
All G.I. pipes in wall chase /below floors or laid under ground shall be protected against
corrosion by the application of two coats of bitumen paint covered with polythene tape and a final coat of bitumen paint.
G.I. waste pipes buried in ground or sunken slab shall be protected with multilayer bitumen membrane tape 3mm thick with a final coat of hot or cold applied bitumen. Pypkote or equivalent.
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INTERNAL ELECTRICAL WORKS
TECHNICAL SPECIFICATIONS
TECHNICAL SPECIFICATIONS OF LIGHT FIXTURE & ACCESSARIES
The light fixtures and fittings shall be assembled and installed in position complete and ready for service, in accordance with details, drawings, manufacturer's instructions and to the satisfaction of the Project Manager.
1 SCOPE
Scope of work under this section shall include inspection at suppliers/manufacturer’s premises at site, receiving at site, safe storage, transportation from point of storage to point of erection, erection and commissioning of light fittings, fixtures and accessories including all necessary supports, brackets, down rods and painting etc. as required.
1 STANDARDS
The lighting and their associated accessories such as lamps, reflectors, housings, ballasts etc., shall comply with the latest applicable standards, more specifically the following:
General and safety requirements for Luminaires :
Part-1 Tubular fluorescent lamps - IS – 1913 (Part-1)
Industrial lighting fittings with metal reflectors - IS - 1777
Decorative lighting outfits - IS - 5077
Bayonet lamp holders - IS - 1258
Bi-pin lamp holders for tubular fluorescent lamps - IS - 3323
Electronic Ballasts for fluorescent lamps –
General & Safety requirement - IS – 13021 (Part-1)
Electronic Ballasts for fluorescent lamps –
Performance requirement - IS – 13021 (Part-2)
Ballast for HP MV lamps - IS - 6616
Tubular Fluorescent lamps - IS - 2418 (Part-1 to 4)
Luminaries – General requirement - IS – 10322 (Part-1)
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Luminaries – Constructional requirement - IS – 10322 (Part-2)
Luminaries – Screw and Screw less termination - IS – 10322 (Part-3)
Luminaries – Methods of Tests - IS – 10322 (Part-4) Particular requirement – General purpose Luminaries - IS–10322 (Part-5/Sec-1) Particular requirement – Recessed Luminaries - IS–10322 (Part-5/Sec-2) Particular requirement – Luminaries for Road and
Street lighting - IS–10322 (Part-5/Sec-3)Particular requirement – Portable General purpose Luminaries -
IS–10322 (Part-5/Sec-
4)
Particular requirement – Flood Lighting - IS–0322 (Part-5/Sec-5)
High pressure mercury vapour lamps - IS–9900 (Part-1)
Tungsten filament general electric lamps - IS - 418
2 LIGHT FITTINGS GENERAL REQUIREMENTS:
a) Fittings shall be designed for continuous trouble free operation under atmospheric conditions without reduction in lamp life or without deterioration of materials and internal wiring. Degree of protection of enclosure shall be IP-65 for outdoor fittings except bulkhead fitting. Bulkhead fitting shall be provided with IP-54 protection.
b) Fittings shall be so designed as to facilitate easy maintenance including cleaning,
replacement of lamps/ ballasts.
c) All fittings shall be supplied complete with lamps. All mercury vapour and sodium vapour lamp fittings shall be complete with accessories like ballasts, power factor improvement capacitors, starters, etc. Outdoor type fittings shall be provided with weather proof junction boxes (IP-55) and IP-54 Control gear boxes.
d) Each fitting shall have a terminal block suitable for loop-out connection by 1100 V PVC
insulated copper conductor wires up to 4 sq.mm. the internal wiring should be completed by the manufacturer by means of standard copper wire and terminated on the terminal block.
e) All hardware used in the fitting shall be suitably plated or anodized and passivated.
f) Earthing: Each lighting fitting shall be provided with an earthing terminal. All metal or
metal enclosed parts of the housing shall be bonded and connected to the earthing terminal so as to ensure satisfactory earthing continuity throughout the fixture.
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g) Painting/Finish: All surfaces of the fittings shall be thoroughly cleaned and degreased
and the fittings shall be free from scale, rust, sharp-edges, and burns.
h) The housing shall be powder coated/stove-enameled or anodized as required. The surface shall be scratch resistant and shall show no sign of cracking or flaking when bent through 90 deg. over 12 mm dia. mandrel.
Metal used in BODY of lighting fixtures shall be not less than 22 SWG or heavier if so required to comply with specification of standards. Sheet steel reflectors shall have a thickness of not less than 20 SWG. The metal parts of the fixtures shall be completely free from burns and tool marks. Solder shall not be used as mechanical fastening device on any part of the fixture. (MEDIUM VOLTAGE SWITCHGEAR) 1. GENERAL
This section covers specification of Medium Voltage Switchboards incorporating items of switchgear like Circuit Breakers, SFUs, metering and protection
2 STANDARDS AND CODES
The following Indian Standard Specifications and Codes of Practice will apply to the equipment and the work covered by the scope of this contract. In addition the relevant clauses of the Indian Electricity Act 1910 and Indian Electricity Rules 1956 as amended upto date shall also apply. Wherever appropriate Indian Standards are not available, relevant British and/or IEC Standards shall be applicable. BIS certified equipment shall be used as a part of the Contract in line with Government regulations. Necessary test certificates in support of the certification shall be submitted prior to supply of the equipment. It is to be noted that updated and current Standards shall be applicable irrespective of those listed below.
Low Voltage switchgear & controlgear IS 13947 : 1993 Part I : General rules Part II : Circuit Breakers Part III : Switches, disconnectors, switch disconnectors and fuse
combination units Part IV : Contactors &Motor starters Part V : Control circuit devices and switching elements Marking of Switchgear busbars IS 11203 : 1985 Degree of Protection of Enclosures for low voltage switchgear. IS 2147 : 1962
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Electrical relays for power system protection IS 3231 : 1986 Code of Practice for selection, installation and Maintenance of switchgear & controlgear IS 10118 : 1982 Low voltage switchgear & controlgear assemblies IS 8623 : 1993
3. SWITCHGEAR 3.1 Medium Voltage Air Circuit Breakers 3.1.1 Technical Parameters • The circuit breaker shall be of the air break type, robust and compact design suitable for indoor
mounting and shall comply with the requirement of IS: 13947 : 1993. Rupturing capacity shall be 31 MVA at 415 Volts or as per schedule of quantities.
3.1.2 Constructional Features • The Circuit Breaker shall be flush front, metal clad, horizontal draw-out pattern, three/four pole
as required and fully interlocked. Each Circuit Breaker shall be housed in a separate compartment enclosed on all sides.
• The Circuit Breaker cradle shall be designed and constructed to permit smooth withdrawal and
insertion. The movement shall be free of jerks, easy to operate and positive. • All current carrying parts in the breaker shall be silver plated and suitable arcing contacts shall
be provided to protect the main contacts which shall be separate from the main contacts and easily replaceable. In addition, Arc chutes shall be provided for each pole, and these shall be suitable for being lifted out for the inspection of the main and the arcing contacts.
• Self aligning cluster type isolating contacts shall be provided for the Circuit Breaker, with
automatically operated shutters to screen live cluster contacts when the Breaker is withdrawn from the cubicle. Sliding connections including those for the auxiliary contacts and control wiring shall also be of the self aligning type. The fixed portion of the sliding connections shall have easy access for maintenance purposes.
• The cubicle for housing the Breaker shall be free standing dead front pattern, fabricated from
the best quality sheet steel. 3.1.3 Operating Mechanism • The Circuit Breaker shall be trip free with independent manual spring operated or motor wound
spring operated mechanism as specified and with mechanical ON/OFF indication. The operating mechanism shall be such that the circuit breaker is at all times free to open immediately the trip coil is energised.
• The operating handle and mechanical trip push button shall be at the front of and integral with
the Circuit Breaker.
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• The Circuit Breaker shall have the following four distinct and separate positions which shall be indicated on the face of the panel.
"Service" -- Both main and secondary isolating contacts closed "Test" -- Main isolating contacts open and secondary isolating contacts closed "Isolated" -- Both main and secondary isolating contacts open "Maintenance" -- Circuit Breaker fully outside the panel ready for maintenance
• The tests shall be carried out with a breaking performance during operation (Ics) and
admissible short time withstand (Icw) equal to the ultimate breaking capacity (Icu). i.e. Icu = Ics = Icw for 3 Sec.
• All Air circuit breakers can be reverse fed without reduction in performance 3.1.4 Circuit Breaker Interlocking • Sequence type strain free interlocks shall be provided to ensure the following: • It shall not be possible for the Breaker to be withdrawn from the cubicle when in the "ON"
position. To achieve this, suitable mechanism shall be provided to lock the Breaker in the tripped position before the Breaker is isolated.
• It shall not be possible for the Breaker to be switched "ON" until it is either in the fully inserted
position or, for testing purposes, it is in the fully isolated position. • It shall not be possible for the Circuit Breaker to be plugged in unless it is in the OFF position. • A safety latch shall be provided to ensure that the movement of the Breaker, as it is withdrawn,
is checked before it is completely out of the cubicle, thus preventing its accidental fall due its weight.
• Mechanical and electrical antipumping devices shall be incorporated in the ACB's as required. 3.1.5 Circuit Breaker Auxiliary Contacts
The Circuit Breaker shall have minimum 6 NO/NC auxiliary contacts rated at 16 amps 415 volts 50 Hz. These contacts shall be approachable from the front. They shall close before the main contacts when the Circuit Breaker is plugged in and vice versa when the Circuit Breaker is Drawn Out of the cubicle.
3. 1.6 Protective Devices • The Circuit Breaker shall have protective devices as specified in the Schedule of Quantities.
These will in general be: • C.T. operated thermal overload releases with magnetic instantaneous short circuit release. The
overload releases shall be such that each phase can be individually set depending on the phase unbalanced currents. The releases shall have inverse time current characteristics and the magnetic release shall be time delayed with a minimum setting of 25 ms varying upto 300 ms for discrimination without effecting the breaking current capacity of the ACB.
• Over voltage relay. • Under/no voltage trip coil or Relay as required. • Over current and earth fault IDMT relays with shunt/series trip coil operation as specified. • The Circuit Breakers shall be suitable to accomodate one or more types of protection as
specified.
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3. 1.7 Instrument Transformers
The Circuit Breaker shall have the required Current Transformers as specified for metering and protection mounted outside the Circuit Breaker compartment but within the free standing cubicle. The transformers shall comply to the relevant Indian Standards and the Class of Accuracy required for metering and protection. Separate sets of Current transformers shall be provided.
3. 1.8 Metering
The metering required to be provided for each Circuit Breaker shall be as per the Schedule of Quantities. Such metering shall not be provided on the front panel of the Circuit Breaker compartment. A separate compartment shall be provided for the metering and Protective relays as required. Square pattern flush mounting meters complying with the requirements of the relevant Indian Standards shall only be used. Selector switches of the three way and OFF pattern complying to the relevant Indian Standards shall be used.
3. 1.9 Indicating Lamps
Neon type indicating lamps shall be provided for indication of phases and Breaker position as required in the Schedule of Quantities.
3. 1.10 Control Wiring
All wiring for relays and meters shall be of copper conductor PVC insulated and shall be colour coded and labelled with appropriate plastic ferrules for identification. The minimum size of control wires to be used shall be 1.5 sq mm. All control circuits shall be provided with protective MCB. Instrument testing plugs shall be provided for testing the meters.
3. 1.11 Earthing
The frame of the Circuit Breaker shall be positively earthed when the Circuit Breaker is racked into the cubicle.
3. 1.12 Type Test Certificates
The Contractor shall submit type test certificates from a recognised test house for the Circuit Breakers offered.
3.2. Moulded Case Circuit Breakers
Moulded case circuit breakers (MCCB) or fuse free breakers, incorporated in switchboards wherever required, shall conform to IS 13947 : 1993 in all respects. MCCBs shall be suitable either for single phase 240 Volts or 3 Phase 415 Volts AC 50 HZ supply. MCCB cover and case shall be made of high strength heat resisting and flame retardant thermosetting insulating material. Operating handle shall be quick make/break, trip - free type.
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Operating handle shall have suitable ON, OFF and TRIPPED indicators. Three phase MCCBs shall have a common handle for simultaneous operation and tripping of all the three phases. Suitable arc extinguishing device shall be provided for each contact. Tripping unit shall be of thermal/magnetic type provided on each pole and connected by a common tripe bar such that tripping of any one pole causes three poles to open simultaneously. Thermal/magnetic tripping device shall have IDMT characteristics for sustained over loads and short circuits. Contact trips shall be made of suitable arc resistant sintered alloy. Terminals shall be of liberal design with adequate clearances. MCCBs shall be provided with following accessories, if specified in drawings/schedule of quantities
• Under voltage trip • Shunt trip • Alarm switch • Auxiliary switch
MCCBs shall be provided with following interlocking devices for interlocking the door a switch board.
• Handle interlock to prevent unnecessary manipulations of the breaker. • Door interlock to prevent door being opened when the breaker is in ON position • Deinterlocking device to open the door even if the breaker is in ON position.
MCCBs shall have rupturing capacity as specified in drawings/schedule of quantities.
MCCBs shall be designed to prevent access to live parts when the cover is removed, means main current path of the circuit breaker should be isolated from auxiliary section i.e MCCB shall offer class– II front face.
3.3. Metering, Instrumentation And Protection.
Ratings, type and quantity of meters, instruments and protective devices shall be as per drawings and schedule of quantities.
Current Transformers CTs shall confirm to IS 2705 (part -I, II and III) in all respects. All CTs used for medium voltage application shall be rated for 1 kV. CTs shall have rated primary current, rated burden and class of accuracy as specified in schedule of quantities/drawings. Rated secondary current shall be 5A unless otherwise stated. Minimum acceptable class for measurement shall be class 0.5 to 1 and for protection class 10. CTs shall be capable of withstanding magnetic and thermal stresses due to short circuit faults of 31 MVA on medium voltage. Terminals of CTs shall be paired permanently for easy identification of poles. CTs shall be provided with earthing terminals for earthing chassis, frame work and fixed part of metal casing (if any). Each CT shall be provided with rating plate indicating :
• Name and make • Serial number • Transformation ratio • Rated burden • Rated voltage • Accuracy class
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CTs shall be mounded such that they are easily accessible for inspection, maintenance and replacement. Wiring for CT shall be with copper conductor PVC insulated wires with proper termination works and wiring shall be bunched with cable straps and fixed to the panel structure in a neat manner. Potential Transformer PTs shall confirm to IS 3156 (Part-I,II and III) in all respects. Measuring Instruments Direct reading electrical instruments shall conform to IS 1248 or in all respects. Accuracy of direct reading shall be 1.0 of voltmeter and 1.5 for ammeters. Other instruments shall have accuracy of 1.5. Meters shall be suitable for continuous operation between -10o C and +500C. Meters shall be flush mounting and shall be enclosed in dust tight housing. The housing shall be of steel or phenolic mould . Design and manufacture of meters shall ensure prevention of fogging of instrument glass. Pointer shall be black in colour and shall have Zero position adjustment device operable from outside. Direction of deflection shall be from left to right. Selector switches shall be provided for ammeters and volt meters used in three phase system. Ammeters Ammeters shall be of moving iron type. Moving part assembly shall be with jewel bearings. Jewel bearings shall be mounted on a spring to prevent damage to pivot due to vibrations and shocks. Ammeters shall be manufacture and calibrated as per IS 1248 Ammeters shall normally be suitable for 5 A secondary of current transformers. Ammeters shall be capable of carrying substential over loads during fault conditions. Voltmeters Voltmeters shall be moving iron type range of 3 phase 415 volt voltmeters shall be 0-500. Volt meters shall be provided with protection MCB. Watt meter Wattmeter shall be of 3 phase electro dynamic type and shall be provided with a maximum demand indicator if required.
Power factor meters 3 phase power factor meters shall be of electro dynamic type with current and potential coils suitable for operation with current and potential transformers provided in the panel. Scale shall be calibrated for 50% lag - 100% - 50% readings. Phase angle accuracy shall be +40.
Energy and reactive power meters Trivector meters shall be two element, integrating type, KWH, KVA, KVA hour reactive meters. Meters shall confirm to IEC 170 in all respects. Energy meters, KVA, and KVARH meters shall be provided with integrating registers. The registers shall be able to record energy conception of 500 hours corresponding to maximum current at rated voltage and unity power factor. Meters shall be suitable for operation with current and potential transformers available in the panel.
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Relays Protection relays shall be provided with flag type indicators to indicate cause of tripping. Flag indicators shall remain in position till they are reset by hand reset. Relays shall be designed to make or break the normal circuit current with which they are associated. Relay contacts shall be of silver or platinum alloy and shall be designed to withstand repeated operation without damage. Relays shall be of draw out type to facilitate testing and maintenance. Draw out case shall be dust tight. Relays shall be capable of disconnecting faulty section of network without causing interruption to remaining sections. Analysis of setting shall be made considering relay errors, pickup and overshoot errors and shall be submitted to Project Manager for approval.
Over current relays Over current relays shall be induction type with inverse definite minimum time lag characteristics. Relays shall be provided with adjustable current and time settings. Setting for current shall be 50 to 200 % insteps of 25%. The IDMT relay shall have time lag (delay) of 0 to 3 seconds. The time setting multiplier shall be adjustable from 0.1 to unity. Over current relays shall be fitted with suitable tripping device with trip coil being suitable for operation on 5 Amps. Earth fault relay Same as over current relay excepting the current setting shall be 10% to 40% in steps of 10%. Under voltage relay Under voltage relays shall be of induction type and shall have inverse limit operation characteristics with pickup voltage range of 50 to 90% of the rated voltage.
4. MEDIUM VOLTAGE SWITCH BOARDS 4.1 General • All medium voltage switchboards shall be suitable for operation at three phase/three phase 4
wire, 415 volt, 50 Hz, neutral grounded at transformer system with a short circuit level withstand of 31 MVA at 415 volts or as per schedule of quantities.
• The Switch Boards shall comply with the latest edition with upto date amendments of relevant
Indian Standards and Indian Electricity Rules and Regulations. 4.2 Switch Board Configuration • The Switch Board shall be configured with Air Circuit Breakers, MCCB's, and other equipment
as called for in the Schedule of Quantities. • The MCCB's shall be arranged in multi-tier formation whereas the Air Circuit Breakers shall be
arranged in Single or Double tier formation only to facilitate operation and maintenance. • The Switch Boards shall be of adequate size with a provision of 10% spare space to
accommodate possible future additional switch gear. 4.3 Equipment Specifications
All equipment used to configure the Switch Board shall comply to the relevant Standards and Codes of the Bureau of Indian Standards and to the detailed technical Specifications as included in this tender document.
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4.4 Constructional Features • The Switch Boards shall be metal enclosed, sheet steel cubicle pattern, extensible, dead front,
floor mounting type and suitable for indoor mounting. • The Switch Boards shall be totally enclosed, completely dust and vermin proof. Synthetic
rubber gaskets between all adjacent units and beneath all covers shall be provided to render the joints dust and vermin proof to provide a degree of protection of IP 42/IP 54 as specified. All doors and covers shall also be fully gasketed with synthetic rubber and shall be lockable.
• The Switch Board shall be fabricated with CRCA Sheet Steel of thickness not less than 1.6 mm
and shall be folded and braced as necessary to provide a rigid support for all components. The doors and covers shall be constructed from CRCA sheet steel of thickness not less than 1.6 mm. Joints of any kind in sheet metal shall be seam welded and all welding slag ground off and welding pits wiped smooth with plumber metal.
• All panels and covers shall be properly fitted and square with the frame. The holes in the panel
shall be correctly positioned. • Fixing screws shall enter holes tapped into an adequate thickness of metal or provided with
hank nuts. Self threading screws shall not be used in the construction of the Switch Boards. 4.5 Switchboard Dimensional Limitations • A base channel 100 x 50 x 6 mm thick shall be provided at the bottom. • A minimum of 200 mm blank space between the floor of switch board and bottom most unit
shall be provided. • The overall height of the Switch Board shall be limited to 2300 mm • The height of the operating handle, push buttons etc shall be restricted between 300 mm and
2000 mm from finished floor level. 4.6 Switch Board Compartmentalisation The Switch Board shall be divided into distinct separate compartments comprising • A completely enclosed ventilated dust and vermin proof bus bar compartment for the horizontal
and vertical busbars. • Each circuit breaker, and MCCB shall be housed in separate compartments enclosed on all
sides. • Sheet steel hinged lockable doors for each separate compartment shall be provided and duly
interlocked with the breaker in "on" and "off" position. • For all Circuit Breakers separate and adequate compartments shall be provided for
accommodating instruments, indicating lamps, control contactors and control MCB etc. These shall be accessible for testing and maintenance without any danger of accidental contact with live parts of the circuit breaker, busbars and connections.
• A horizontal wire way with screwed cover shall be provided at the top to take interconnecting
control wiring between vertical sections.
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• Separate cable compartments running the height of the Switch Board in the case of front
access Boards shall be provided for incoming and outgoing cables. • Cable compartments shall be of adequate size for easy termination of all incoming and
outgoing cables entering from bottom or top. • Adequate and proper support shall be provided in cable compartments to support cables. 4.7 Switch Board Bus Bars • The Bus Bar and interconnections shall be of electrolytic Copper/Aluminium and of rectangular
cross sections suitable for full load current for phase bus bars and half rated current for neutral bus bar. The maximum current density for copper shall be 1.6 amps per sq. mm. and for Aluminium shall be 1 amp per Sq. mm. and suitable to withstand the stresses of a 31 MVA fault level or at 415 volts for 1 second or as per schedule of quantities. .
• The bus bars and interconnections shall be insulated with insulation tape/ fiber glass. • The bus bars shall be extensible on either side of the Switch Board. • The bus bars shall be supported on non-breakable, non-hygroscopic insulated supports at
regular intervals, to withstand the forces arising from a fault level of 31 MVA at 415 volts for 1 second.
• All bus bars shall be colour coded. • All bus bar connections in Switch Boards shall be bolted with brass bolts and nuts. Additional
cross section of bus bars shall be provided wherever holes are drilled in the bus bars. • All TRIP/CLOSE/INDICATION circuit shall be compatable on 24V DC. Accordingly all relay &
CTs etc shall be 24 V DC. 4.8 Switch Board Interconnections • All connections between the bus bars/Breakers/cable terminations shall be through solid tinned
copper strips of adequate size to carry full rated current and PVC/fibre glass insulated. • For unit ratings upto 100 amps PVC insulated copper conductor wires of adequate size to carry
full load current shall be used. The terminations of all such interconnections shall be crimped and aluminium lugs shall be used.
4.9 Drawout Features
Air Circuit Breakers shall be provided in fully drawout cubicles. These cubicles shall be such that drawout is possible without disconnection of the wires and cables. The power and control circuits shall have self aligning and self isolating contacts. The fixed and moving contacts shall be easily accessible for operation and maintenance. Mechanical interlocks shall be provided on the drawout cubicles to ensure safety and compliance to relevant Standards. The MCCB's shall be provided in fixed type cubicles.
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4.10 Instrument Accommodation • Instruments and indicating lamps shall not be mounted on the Circuit Breaker Compartment
door for which a separate and adequate compartment shall be provided and the instrumentation shall be accessible for testing and maintenance without danger of accidental contact with live parts of the Switch Board.
• For MCCB's instruments and indicating lamps can be provided on the compartment doors. • The current transformers for metering and for protection shall be mounted on the solid
copper/aluminium busbars with proper supports. 4.11 Wiring
All wiring for relays and meters shall be with PVC insulated copper conductor wires. The wiring shall be coded and labelled with approved ferrules for identification. The minimum size of copper conductor control wires shall be 1.5 sq. mm.
4.12 Cable Terminations • Knockout holes of appropriate size and number shall be provided in the Switch Board in
conformity with the location of incoming and outgoing conduits/cables. • The cable terminations of the Circuit Breakers shall be brought out to terminal cable sockets
suitably located at the rear of the panel. • The cable terminations for the MCCB's shall be brought out to the rear in the case of rear
access switchboards or in the cable compartment in the case of front access Switch Boards. • The Switch Boards shall be complete with tinned brass cable sockets, tinned brass
compression glands, gland plates, supporting clamps and brackets etc for termination of 1100 volt grade aluminium conductor PVC/PVCA cables.
4. 13 Space Heaters
The Switch Board shall have in each panel thermostatically controlled space heaters with a controlling 15 amp 230 volt switch socket outlet to eliminate condensation.
4. 14 Ventilation Fans
The Switch Board shall be provided with panel mounting type ventilation fans in each panel with switchgear rated for 2500 amp and above. The fan shall be interlocked with switchgear operation.
4.15 Earthing
A main earth bar of G.I./copper as required shall be provided throughout the full length of the Switch Board with a provision to make connections to the sub-station earths on both sides.
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4.16 Sheet Steel Treatment and Painting • Sheet Steel materials used in the construction of these units should have undergone a rigorous
rust proofing process comprising of alkaline degreasing, descaling in dilute sulphuric acid and a recognised phosphating process. The steel work shall then receive two costs of oxide filler primer before final painting. Castings shall be scrupulously cleaned and fettled before receiving a similar oxide primer coat.
• All sheet steel shall after metal treatment be spray or powder painted with two coats of shade
692 to IS 5 on the outside and white on the inside. Each coat of paint shall be properly stoved and the paint thickness shall not be less than 50 microns.
5. OUTDOOR TYPE DISTRIBUTION FEEDER PILLARS The feeder pillar shall be of the floor mounting type, totally enclosed, and weather proof,
conforming to ISI IP 54. The feeder pillar shall be suitable for 440 volts 3 phase 4 wires, 50 cycles AC supply.
The cubicle should be fabricated out of heavy gauge sheet steel of thickness not less than 2
mm thick with suitable side frame and stiffeners. Hinged doors of not less than 1.6 mm thick should be provided at the front and rear of the cubicle to provide access for installation, operation, tests and inspection. The rear door is provided to facilitate cable termination and the front door for inspection of breaker, to switch ‘ON’ and ‘OFF’ the switch as and when required. All doors should be fitted with dust excluding neoprene gaskets. The doors should also be fitted with suitable locking arrangement with lock to prevent unauthorized opening. The cubicle should be designed for mounting over cement concrete plinths by the roadside, and should be of substantial construction capable of withstanding the vibrations normally experienced due to vehicular traffic. The top of the feeder pillar is of slanting construction in all directions to prevent any collection of water due to rain. A gland plate is provided at the bottom of the feeder pillar (removable) for mounting the cable glands. The feeder pillar shall be fitted on an angle iron pedestal at the bottom covered with sheet metal from all the four sides which facilitates cable bending etc specially with aluminium cables. Two lifting hooks shall be provided at the top. A door switch shall be provided in the feeder pillar so as to switch ‘ON’ and ‘OFF’ the lamp fixed in the brass batten holder below the top sheet of the pillar.
The sheet steel materials used in the construction of the cubicle should have undergone a
rigorous rust proofing process comprising alkaline degreasing, descaling in dilute sulfuric acid solution and recognised phosphating process. After metal treatment, the interior of the cubicle should be painted with two coats of air-drying red lead primer followed by two coats of air drying anti-condensation paint. The exterior of the cubicle should be painted with two coats of staving red oxide primer followed by one coats of epoxy finishing paint. One final spray of epoxy paint shall be applied at the time of handing over the installation.
All the nuts, bolts shall be cadmium plated with spring washers. A minimum spacing from cable
connection to the bottom of gland plate shall be 300mm. The bus bars should be of electrical grade copper. They should be air insulated with adequate
clearances between conductors and between conductors and earth. These should be colour coded to enable immediate identification of the phases and neutral. The current density for bus bars shall not be more than 1.0 amps per square mm. All bus bar joints and tapings should be of the clamped type as far as possible thereby avoiding drilling of holes on bus bars. The bus bars should be carried on supports made out of a suitable non-inflammable and non-
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hygroscopic material such as Hylam, Permali or Formics. Suitable insulating phase barriers should be provided to prevent accidential short-circuits during operation.
The neutral bus bar shall be rated at 100 % of the phase bus bars. The design should allow for
neutral cable sockets to be fitted directly to the bus bars. A GI earth bar of size 40x5mm together with two cable eyes shall be provided for connections to earth pits. All the cables shall be terminated at ELEMEX terminal block and therefrom wiring shall be done with PVC insulated aluminium conductor cable to breaker units. The wiring shall be neatly bunched and shall be secured to wiring cradles.
A circuit cardholder to be made inside the front door and the card duly engraved / painted on aluminium / hylam sheet, Identification ferrules shall be used for incoming and out going cables.
6. TESTING AT WORKS
Copies of type test carried out at ACB/MCCB manufacturers works and routine tests carried out at the switchboard fabricators shop shall be furnished along with the delivery of the switchboards. Project Manager reserves the right to get the switchboard inspected by their representative at fabricators works prior to dispatch to site to witness the routine tests as per clause 7.7 of SCC
7. INSTALLATION
The foundations prepared as per the manufacturers drawings shall be leveled, checked for accuracy and the Switch Board installed. All bus bar connections shall be checked with a feeler gauge after installation. The able end boxes shall be sealed to prevent entry of moisture. The main earth bar shall be connected to the sub-station earths.
A 15 mm thick rubber matting of approved make on a 100 mm high timber platform shall be provided in front of and along the full length of the Switch Board. The width of the matting shall be 1000 mm. The rubber mat shall withstand 15 KV for 1 minute and leakage current shall not exceed 160 mA/sq. metre.
After installation the Switch Board shall be tested as required prior to commissioning. 8. TESTING AT SITE
Pre-commissioning tests as required and as per manufacturers recommendations shall be carried out on each switchboards at site before energizing the switchboards including but not restricted to the following.
• Physical checking of the switchboards including checking alignment of panels, interconnection
of Bus bars, tightness of bolts/connections and evidence of damage/cracks in any components. • Physical checking and inspections of Inter panel wiring • Checking free movement of ACBs/MCCBs/SFUs • Checking of operation of breakers • Insulation tests of bus bar supports and control wiring etc. with 1.1 kV megger. • Primary & secondary injection tests of relays and CTs. • Checking of Interlocking function.
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(TECHNICAL SPECIFICATION OF ENERGY METER) Connection Type Direct connected
Wiring configuration 1 phase 2 wire Mains frequency 50 Hz ± 5 %
Burden As per relevant standards Approvals
Electrical IS 13779, CBIP 88, IEC 62052-11, IEC 62053- 21 Standard compliance
Mechanical:- Dimensions (WxHxD) 125x193x48 mm Enclosure Engineering plastic Engineering plastic Sealing Sealing screw provision Sealing screw provision Environmental:- Temp. - 10 °C to +50 °C (operating) | - 25 °C to +70 °C (storage) Humidity Upto to 95 % non-condensing Ingress protection IP 51 Insulation Class As per IS 13779 Impulse Withstand As per IS 13779
Connection type Direct Type Wiring configuration 3 phase 4 wire
Voltage range 230/ 240 V (P-N), -30% to +30% Current range 5(30)A, 10(60)A, 20(80)A Mains frequency 50 Hz ± 5 % Metrological accuracy Class 1.0
Burden As per relevant standards Mechanical:- Dimensions (WxHxD) 175 x 264 x 96 mm Enclosure Engineering plastic Engineering plastic Sealing Sealing screw provision Sealing screw provision Environmental:- Temp. - 10 °C to +50 °C (operating) | - 25 °C to +70 °C (storage) Humidity Upto to 95 % non-condensing Ingress protection IP 51 Insulation Class As per IS 13779 Impulse Withstand As per IS 13779
TECHNICAL SPECIFICATION OF MEDIUM VOLTAGE CABLE
Medium voltage cables shall be aluminum conductor PVC insulated, PVC sheathed armoured conforming to IS 1554. Cables shall be rated for a 1100 Volts. The conductor of cables from 16 Sq. mm. to 50 Sq. mm. shall be stranded. Sector shaped stranded conductors shall be used for cables of 50 sq. mm and above. Conductors shall be made of electrical purity aluminium 3/4 H or H temper. Conductors shall be insulated with high quality PVC base compound. A common covering (bedding) shall be applied over the laid up cores by extruded sheath of unvulcanised compound. Armouring shall be applied over outer sheath of PVC sheathing. The outer sheath
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shall bear the manufacturer's name and trade mark at every meter length. Cores shall be provided with following colour scheme of PVC insulation. 1 Core : Red/Black/Yellow/Blue 2 Core : Red and Black 3 Core : Red, Yellow and Blue 3 1/2 /4 Core : Red, Yellow, Blue and Black
Current ratings shall be based on the following conditions.
a) Maximum conductor temperature 70 0 C b) Ambient air temperature 450 C c) Ground temperature 300 C d) Depth of laying 1000 mm
Short circuit rating of cables shall be as specified in IS 1554 Part-I. Cables have been selected considering conditions of maximum connected loads, ambient temperature, grouping of cables and allowable voltage drop. However, the contractor shall recheck the sizes before cables are fixed and connected to service.
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LIST OF MAKES-CIVIL, PLUMBING AND ELECTRICAL
LIST OF MAKES-CIVIL ITEMS
SL. No. ITEMS APPROVED MAKE
1 GREY CEMENT ACC, LARSEN & TOUBRO, GUJARAT AMBUJA, J.K, BIRLA; ULTRA TECH,SHREE, JAYPEE.
2 WHITE CEMENT JK, BIRLA WHITE 3 WALL PUTTY BIRLA, J.K
4 REINFORCEMENT/STRUCTURAL STEEL SAIL, TISCO, RATHI UDYOG, TATA STEEL.
5 ANTI-TERMITE TREATMENT PEST CONTROL INDIA LTD, PEST CON INDIA, PEST CONTROL INCORPORATED.
6 CONCRETE ADDITIVE KRYTON, CICO, FAIRMATE, PIDILITE
7 PRELAMINATED FLUSH DOORS/ SHUTTERS
GREEN, DURO, CENTURY , SONEAR , MAYUR, AUSTIN
8 FLUSH DOORS / SHUTTERS GREEN, DURO, CENTURY , AUSTIN
9 PLYWOOD / BLOCK BOARD / SOFT BOARD GREEN, CENTURY, AUSTIN
10 PRELAMINATED PARTICLE BOARD NOVAPAN, GREEN LAM, MARINO,SONEAR
11 LAMINATES CENTURY, GREEN LAM, EURO, AUSTIN 12 MDF BOARD DURO, MERINO, GREENLAM, AUSTIN 13 ADHESIVE FOR WOOD WORK DUNLOP, FEVICOL, PIDILITE. 14 POLYRETHANE SEALANT KRYTON, PIDLITE, FAREMATE,
15 POLYETHELENE BOARD/ BACK UP ROD SUPREME INDUSTRIES , FINOLEX
16 ALUMINIUM SECTIONS JINDAL, HINDALCO, INDOALUSIS (MAHAVIR.) 17 STAINLESS STEEL JINDAL OR EQUIVALENT 19 EXPANSION/ FASTNERS FISHER, HILTI, ANCHOR,AXEL 20 FLOAT GLASS SAINT GOBAIN, AIS GLASS 21 CERAMIC TILES KAJARIA , ORIENT, RAK 22 VITRIFIED TILES KAJARIA, ORIENT,RAK, 24 EXTERIOR WALL TILES ORIENT , PAVIT , UNISTONE
25 INTERLOCKING TILES / GRASS PAVER BLOCKS
NIMCO PREFAB, UNISTONE. , ULTRA DESIGNER TILES , PIONEER
26 TERRAZZO TILES NITCO, MODERN, HINDUSTAN.
27 CEMENT CONCRETE TILES ULTRA, EUROCON, NITCO, DURACRETE.,UNISTONE
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28 SYNTHETIC ENAMEL PAINTS BERGER (LUXOL GOLD), ASIAN (APCOLITE), ICI DULUX (GLOSS),SHALIMAR
29 OIL BOUND DISTEMPER SHALIMAR,ASIAN PAINT, BERGER (BISON), NEROLAC.
30 CEMENT BASED PAINT SHALIMAR,SNOWEEM PLUS, BERGER (DUROCEM EXTRA),
31 PLASTIC EMULSION PAINT ICI, ASIAN, ULTRATECH (ULTRASILK),UNISTONE
32 OTHER PAINTS / PRIMERS ICI DULUX, SHALIMAR, ASIAN, BERGER, NEROLAC, ULTRATECH,UNISTONE
33 PAINTS BERGER, SHALIMAR, ASIAN PAINTS, ICI, ULTRATECH, NEROLAC.SHALIMAR, UNISTONE
34 SURFACE TEXTURE PAINT(EXTERIOR)
ULTRATECH,SPECTRUM , HERITAGE , UNITILE,UNISTONE
35 SURFACE TEXTURE PAINT(INTERIOR)
ASIAN PAINT, BERGER, SHALIMAR, ULTRATECH ,UNISTONE
36 DOOR / WINDOWS PATCH FITTINGS , DORMA, OZONE.,DOORSET
37 LOCKS ,DOORSET,DORMA,HETTICH
38 WARDROBE/ CUBBOARDS HANDELS EBCO, GODREJ, HETTICH , OZONE , DORMA
39 NON METALLIC HARDENER COMPOUND CICO, PIDILITE, FAIRMATE.,SIKA
40 POLYSULPHIDE SEALANT PIDLITE, FORROC.FAIRMATE ,SIKA 41 PAVEMENT TILES PAVIT, ULTRA DESIGNER TILES , UNISTONE 42 MS PIPE JINDAL (HISAR), PRAKASH, SURYA. 43 S.S. HINGES DORMA, HETTICH , OZONE , 44 M.S. HINGES GARG, ISI MARK ANY APPROVED MAKE.
45 DOOR CLOSER DORMA, INDOBRASS, OZONE, HARDWYN, EVEREST
46 METAL FALSE CEILING (ANTIBACTERIAL / ANTI FUNGAL) FAMELINE, ARMSTONG
47 SILICON SEALANT DOW CORNING, GE BAYER, WICKER 48 PAD LOCKS HARRISON, LINK, DOORSET 50 PVC DOOR FRAMES /SHUTTERS FENESTA, NCL 51 METAL (GI) SHEET ROOFING TATA BLUESCOPE, SAIL, JINDAL, LLOYD 53 FLOOR SPRING DORMA, OZONE, HARDWYN, EVEREST 55 ROLLING SHUTTER RAMA, PRAKASH OR EQIVALENT
56 EXPANSION JOINT BOARD & ACCESSORIES
SUPREME INDUSTRUES, MARUTI TECHNO RUBBER PVT. LTD
58 ASPHALT EMULSION STP / KARNAK, CHEMICAL CORPORATION
59 TILE JOINT FILLER DURACREATE , ROFF RAINBOW TILE MATE, WINSIL 20 / SILICON SEALANT OF GE BAYER SILICON,
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60 RUBBER GASKET BIS APPROVED QUALITY 61 POLYURETHANE PAINT MRF OR EQUIVALENT APPROVED MAKE 62 WAX POLISH MEN’SSION, (RECKITT & COLMAN) 63 MELAMINE ICI DULUX, ASIAN, MRF
64 SILICON WATER REPELLENT SOLUTION GE BAYER, REMMERS, DUPONT
65 GYPSUM BOARD FALSE CEILING INDIA GYPSUM, LAFARGE, GYPROC ,DEXUNE 66 MINERAL FIBRE TILES CEILING ARMSTRONG, AMF, USG, GYPROC, DEXUNE 72 ALUMINIUM LOUVERS FAMELINE, DEXONE
78. ANY OTHER ITEMS ON APPROVAL OF ARCHITECT / CONSULTANT OR ENGINEER-IN-CHARGE
LIST OF MAKE-PLUMBING ITEMS
BOQ ITEM NO. ITEM DESCRIPTION MAKE
1 Indian & European Wc A) Hindware
B) Jaquar C) Parryware
2 Cistern A) Hindware
B) Jaquar C) Parryware
3 Urinals A) Hindware
B) Jaquar C) Parryware
4 Wash Basin A) Hindware
B) Jaquar C) Parryware
5 Pillar Tap A) Hindware
B) Jaquar C) Parryware
6 Kitchen Sink A) Anupam
B) Nirali C) Parryware
7 Liquid Soap Container
A) Hindware B) Jaquar C) Parryware
8 Towel Rail A) Hindware
B) Jaquar C) Parryware
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9 Bib Cock A) Hindware
B) Jaquar C) Parryware
10 Angle Valve A) Hindware
B) Jaquar C) Parryware
11 Shower A) Hindware
B) Jaquar C) Parryware
12 Stop Cock A) Hindware
B) Jaquar C) Parryware
13
Connection Pipe
A)
Hindware
B) Jaquar C) Parryware
14 Soap Dish A) Hindware
B) Jaquar C) Parryware
15 Twin Coat Hook A) Hindware
B) Jaquar C) Parryware
16 Glass Mirror A) Jaquar
B) Hindware C) Parryware
17 Sink Mixer A) Hindware
B) Jaquar C) Parryware
18 Cockroach Trap A) Sanjay Chilly
B) Prayag Polymers Pvt. Ltd. C) Garg Sanitation
19 UPVC Pipes
A) Supreme B) Jain C) Finolex
20 Clean Out Plug A) Supreme
B) Jain C) Finolex
21 P' Trap A) Supreme
B) Jain C) Finolex
22 Floor Drain A) Supreme
B) Jain C) Finolex
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23 PTMT Grating A) Sanjay Chilly
B) Ventura Fibre C) Biomate India
24 PVC Fittings A) Supreme
B) Jain C) Finolex
25
Cast Iron Grating A) Supreme B) Jain C) Finolex
26 G.I Pipes A) Astral
B) Apl Apollo C) Jindal
27 Enamel Paint A) Isi
B) Nerolac C) Berger
28 Ball Valve A) Zoloto
B) Jindal C) Aip
29 Gate Valve A) Zoloto
B) Jindal C) Aip
30 CPVC Pipes A) Astral
B) Ashirwad C) Supreme
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BILL OF QUANTITIES
DSR 2014
ITEM NO
DESCRIPTION Qty UNIT Rate (Rs.) Amount (Rs.)
1 EARTH WORK 1.1.4 Carriage of material by mechanical
transport including, loading, unloading and stacking
a) 5 Km up to 10 Km. 1247.00 cum 210.77 262830.19 2.6 Earth work in excavation by
mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m,disposed earth to be levelled and neatly dressed.
2.6.1 All kinds of soil 1235.00 cum 155.60 192166.00
2.7 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed
2.7.1 Ordinary rock 123.42 cum 244.60 30188.53
2.7.3 Hard rock (blasting prohibited) 123.42 cum 618.10 76285.90 2.8 Earth work in excavation by
mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
2.8.1 All kinds of soil 206.66 cum 157.50 32548.95 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.
55.00 cum 112.40 6182.00
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2.27 Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete.
321.00 cum 910.25 292190.25
2.34 Supplying chemical emulsion in sealed containers including delivery as specified Chlorpyriphos/ Lindane emulsifiable concentrate of 20%
4188.80 LITRE 185.95 778907.36
2.35 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) :
2.35.1.1 Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300 mm including excavation channel along the wall & rodding etc. complete: With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration
2244.00 Sqm 15.40 34557.60
2.35.2.1 Along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear metre including drilling and plugging holes etc With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration
822.80 Sqm 22.70 18677.56
4.00 CONCRETE WORK 4.1 Providing and laying in position
cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
4.1.5 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
28.00 cum 4834.30 135360.40
4.1.8 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
82.00 cum 4301.15 352694.30
4.3.1 Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns.
149.00 Sqm 196.45 29271.05
4.17 Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size,
481.00 Sqm 419.30 201683.30
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well rammed and consolidated and grouted with fine sand, including finishing the top smooth
5.00
REINFORCED CEMENT CONCRETE
5.1. Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level.
5.1.2. 1:1.5:3 (1 cement : 1.5 corase sand : 3 graded stone aggregate 20 mm nominal size)
10.00 Cum 6,230.20
62302.00
5.1.3 1:2:4 (1 cement : 2 corase sand : 4 graded stone aggregate 20 mm nominal size)
12.50 Cum 5,725.90
71573.75
5.9 Centering & shuttering including strutting, propping etc. and removal of form work for:
5.9.1 Foundations, footings, bases of columns etc. for mass concrete.
1184.00 Sqm 196.45 232596.80
5.9.3 Suspended floors, roofs, landings, balconies and access platform.
1310.00 Sqm 401.65 526161.50
5.9.4 Shelves (Cast in situ) 96.00 sqm 401.65 38558.40 5.9.5 Lintels, beams, plinth beams,
girders, bressumers and cantilevers.
4500.00 sqm 332.15 1494675.00
5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts
1185.00 sqm 453.35 537219.75
5.9.7 Stairs, (excluding landing) except spiral-staircase
118.00 sqm 395.65 46686.70
5.9.19 Centring and shuttering including strutting, propping etc. and removal of form work for Weather shade, Chajjas, corbels etc., including edges.
96.03 sqm 492.35 47280.37
5.16 Providing, hoisting and fixing up to floor five level precast reinforced cement concrete in shelves including setting in cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centring, shuttering and finishing with neat cement punning on exposed surfaces but excluding the cost of reinforcement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size).
37.00 cum 12174.70 450463.90
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5.18 Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand:4 graded stone aggregate 6 mm nominal size), reinforced with 1.6 mm dia mild steel wire, including centering and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 fine sand) etc. complete, excluding plastering of the jambs, sills and soffits.
5.18.2 40 mm thick 40.00 sqm 638.90 25556.00 5.22 Steel reinforcement for R.C.C. work
including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
5.22.6 Thermo-Mechanically Treated bars. 116600.00 Kg 68.10 7940460.00 5.22A Steel reinforcement for R.C.C. work
including straightening, cutting, bending, placing in position and binding all complete above plinth level.
5.22A.6 Thermo-Mechanically Treated bars. 336899.96 Kg 68.10 22942887.28 5.37 Providing and laying in position
ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately)
.
5.37.1 All works upto plinth level. 1482.40 cum 6644.60 9849955.04 5.37.2 All works above plinth level upto
floor V level. 1421.91 cum 7363.00 10469523.33
76
5.34 Extra for providing richer mixes at all floor levels.
Note:- Excess/less cement over the specified cement content used is payable /recoverable separately.
5.34.1 Providing M-30 grade concrete by using 340 Kg. of cement per cum of concrete instead of M-25 grade BMC/RMC.
700.00 cum 76.50 53550.00
6.00 BRICK WORK 6.1.2 Brick work with common burnt clay
F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)
47.00 cum 4677.25 219830.75
6.4.2 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand)
247.00 cum 5426.15 1340259.05
6.13.2 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. Cement mortar 1:4 (1 cement :4 coarse sand)
2941.00 Sqm 665.80 1958117.80
6.15 Extra for providing and placing in position 2 Nos. 6 mm dia. M.S. bars at every third course of half brick masonry (with F.P.S. bricks).
2941.00 sqm 69.50 204399.50
6.44 Brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 including grouting with cement mortar 1:4 (1 cement : 4 fine sand).
300.00 Rmt 38.15 11445.00
6.6 Extra for forming cavity 5 cm to 7.5 cm wide in cavity walls with necessary weep and vent holes including use of cores and cost of providing and fixing bitumastic coated M .S. ties 300 mm long of 25x3 mm section at not less than 3 ties per sqm as per approved design.
162.85 sqm 101.15 16472.28
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STONE WORK 7.23 Stone work (machine cut edges) for
wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately).
7.23.1 Red sand stone-exposed face fine dressed with rough backing.
7.23.1.4 40 mm thick. 250.00 sqm 2276.10 569025.00 7.25 Providing and fixing stainless steel
cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand) including making the necessary chases in stone and holes in walls wherever required.
187.50 kg 574.65 107746.88
7.27 Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand) including making the necessary chases.
750.00 each 31.75 23812.50
8.00 MARBLE & GRANITE WORK
Providing and fixing 18 mm thick gang saw cut, mirror polished,premoulded and prepolished, machine cut for kitchen platforms, vanitycounters, window sills , facias and similar locations of required size,approved shade, colour and texture laid over 20 mm thick base cementmortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement,mixed with matching pigment, epoxy touch ups, including rubbing,curing,moulding and polishing to edges to give high gloss finish etc. completeat all levels Granite of any colour and shade.
8.2.2 Granite of any colour and shade 8.2.2.1 Area of slab upto 0.50 sqm 96.00 Sqm 3866.00 371136.00
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8.3 Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.
8.3.2 Granite work. 160.01 Metre 230.55 36890.31 8.5 Extra for providing opening of
required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/Granite/stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete.
140.00 each 386.60 54124.00
8.11 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-in-Charge. a. 18 mm thick Italian Marble stone slab,Perlato, Rosso verona, Fire Red or Dark Emperadore etc.
560.00 Sqm 7022.60 3932656.00
8.12 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
222.00 Sqm 3244.35 720245.70
79
Engineer-in-Charge : a. Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.
9.00 WOOD WORK & PVC WORK 9.21 Providing and fixing ISI marked
flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.
9.21.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws.
451.29 sqm 1909.55 861760.82
9.22 Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I)
451.29 sqm 394.90 178214.42
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).
452.00 sqm 365.85 165364.20
9.76 Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete.
218.00 Each 546.40 119115.20
9.77 Providing and fixing bright finished brass 100 mm mortice latch with one dead bolt and a pair of lever handles of approved quality with necessary screws etc. complete.
113.00 Each 476.70 53867.10
9.84 Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete.
218.00 Each 1043.60 227504.80
9.96 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
80
colour or shade, with nuts and screws etc. complete :
9.96.1 300x16 mm 331.00 Each 229.65 76014.15 9.97 Providing and fixing aluminium
tower bolts ISI marked anodised (anodiccoating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade with necessary screws etc. complete :
9.97.1 300x10 mm 331.00 Each 112.10 37105.10 9.97.4 150x10 mm 331.00 Each 65.35 21630.85 9.100 Providing and fixing aluminium
handles, 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 :
9.100.1 125mm 662.00 Each 69.80 46207.60 9.101 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.
9.101.2 Twin rubber stopper 331.00 Each 83.95 27787.45 9.102 Providing and fixing aluminium
casement stays, 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.
262.00 each 74.95 19636.90
9.112 Providing and fixing 2nd class teak wood lipping/ moulded beading or taj beading of size 18X5 mm fixed with wooden adhesive of approved quality and screws/ nails on the edges of the Pre-laminated particle board as per direction of Engineer-in-charge.
1130.00 metre 61.80 69834.00
81
9.119 Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer’s specification and direction of Engineerin- Charge.
560.00 metre 458.95 257012.00
9.120.2 Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture . M.S. frame covered with 5 mm thick heat moulded PVC 'C' channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail, paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An
178.00 sqm 3214.20 572127.60
82
additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge, manufacturer's specification & drawing. 30 mm thick pre laminated PVC door shutters
9. 134.1.1.1
Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture 1.4 mm in both directions for doors, windows and clerestory windows with necessary screws : 35 mm thick shutters with ISI marked M.S. pressed butt hinges bright finished of required size Second class teak wood
341.00 sqm 3502.80 1194454.80
10.00 STEEL WORK 10.2 Structural steel work riveted, bolted
or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
925.00 kg 73.95 68403.75
10.16.3 Steel work in built up tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Electric resistance or induction butt welded tubes
750.00 Kg 123.65 92737.50
10.18 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box forceiling fan clamp of internal dia 140mm, 73mm height, top lid of 1.5mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3mm dia. round headed screws, one lock at the corners. Clamp shall be made of 12mm dia M.S. bar bent to shape as per standard drawing.
186.00 Each 142.95 26588.70
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10.25 Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.
10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
3000.00 Kg 90.1 270300.00
10.27 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.
10.27.3 10.27.3 10 x 120 mm 4082.00 Each 86.75 354113.50 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.).
670.00 Each 619.40 414998.00
11.00 FLOORING 11.23 Marble stone flooring with 18mm
thick marble stone (sample of marbleshall be approved by Engineer-incharge) over 20 mm (average) thickbase of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointedwith greycement slurry including rubbing and polishing complete with :
11.23.2 Raj Nagar plain 105.00 sqm 1757.60 184548.00 11.23.5 Udaipur green marble 75.00 sqm 1757.60 131820.00 11.24 Extra for pre finished nosing to 60.00 metre 274.90 16494.00
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treads of steps of marble stone. 11.25 Extra for marble stone flooring in
treads of steps and risers using singlelength up to 2.00 metre.
72.00 metre 320.30 23061.60
11.26 Kota stone slab flooring over 20 mm (average) thick base laid over and
jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :
11.26.1 25 mm thick 225.00 sqm 1141.40 256815.00 11.27 Kota stone slabs 20 mm thick in risers of
steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.
243.00 Sqm 1191.25 289473.75
11.31 Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab.
126.00 meter 75.80 9550.80
11.32 Extra for Kota stone/ sand stone in treads of steps and risers using single length up to 1.05 metre.
142.00 sqm 16.90 2399.80
11.36 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.
3407.00 Sqm 836.65 2850466.55
11.39 Providing and laying rectified Glazed Ceramic floor tiles 300x300 mm or more (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours White, Ivory, Grey, Fume Red Brown, 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.
633.00 Sqm 950.05 601381.65
11.41 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption's less than 0.08% and conforming to IS : 15622 of approved make in all colours and shades, laid on
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20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement and matching pigments etc., complete.
11.41.2 Size of Tile 600x600 mm 1198.40 Sqm 1405.95 1684890.48 11.41.3 Size of Tile 800x800 mm-yoga hall 993.00 Sqm 1522.85 1512190.05 11.46 Providing and laying Vitrified tiles in
different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete.
11.46.2 Size of Tile 600x600 mm 350.00 Sqm 1415.40 495390.00 11.46.3 Size of Tile 800x800 mm 137.00 Sqm 1534.45 210219.65 11.52 Providing and laying machine cut, mirror
polished Marble stone flooring, in required design (Simple geometrical, abstract etc.) and in patterns in combination with Italian marble stones of different colours, shades and finished surface texture etc., in linear portions of the building, all complete as per the architectural drawings, with 18 mm thick stone slab laid over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with white cement slurry @ 4.4 kg/sqm including pointing with white cement slurry admixed with pigment to match the marble shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. a. 18 mm thick Italian Marble stone slab,Perlato, Rosso verona, Fire Red or Dark Emperadore etc.
89.84 Sqm 5766.80 518089.31
11.53 Providing and fixing Glass mossaic tiles at finished plain wall surface 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
167.00 Sqm 1752.60 292684.20
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12.00 ROOFING
12.45.3 Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre,
with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with :
559.00 Sqm 1059.50 592260.50
87
12.5 mm thick tapered edge gypsum moisture resistant board
12.22 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 1 m x1 m x 400 micron, finished with 12 mm 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.
38.00 Each 186.65 7092.70
12.47.1 Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to any pitch, including fixing with polymer coated 'J' or 'L' hooks, bolts & nuts 8mm dia. G.I lain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% ultra-violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified.
2mm thick corrugated (2.5" or 4.2" or 6") or step-down (2" or 3" or 6" ) as specified
15.00 Sqm 975.90 14638.50
12.52.2 Providing and fixing tiled false ceiling of approved materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main "T" runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross "T" of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main "T" at 600 mm center to center to form a grid of 1200x600 mm and secondary cross "T" of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the
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1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main "T" runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed
width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. GI Metal Ceiling Lay in perforated Tegular edge global white color tiles of size 595x595 mm and 0.5 mm thick with 8 mm drop; made of GI sheet having galvanizing of 100 gms/sqm (both sides inclusive) and 20% perforation area with 1.8 mm dia holes and having NRC (Noise Reduction Coefficient ) of 0.5, electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending and perforation, and backed with a black Glass fiber acoustical fleece.
125.00 Sqm 1673.50 209187.50
12.55 Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with SRI (solar refractive index) > 78, solar reflection > 0.70 and initial emittance > 0.75 on waterproof and sloped surface of terrace, laid on 20 mm thick cement sand mortar in the ratio of 1:4 (1 cement : 4 coarse sand) and grouting the joints with mix of white cement & marblepowder in ratio of 1:1, including rubbing and polishing of the surface upto 3 cuts complete, including providing skirting upto 150 mm height along the parapet walls in the same manner.
479.00 Sqm 490.60 234997.40
12.60 Providingand fixing thermal insulation of ceiling (under deck insulation) with Resin Bonded Rockwool conforming to IS: 8183,density 48 kg/ m3, 50 mm thick,
50.00 Sqm 490.60 24530.00
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wrapped in 200 G Virgin Polythene bags fixed to ceiling with metallic cleats (50x50x3 mm) @ 60 cm and wire mesh of 12.5mm x 24 gauge wire mesh, for top most ceiling of building.
13.00 FINISHING 13.1 12 mm cement plaster of mix :
13.1.2 1:6 (1 cement : 6 fine sand) 8000.00 Sqm 149.45 1195600.00 13.2 15 mm cement plaster on the rough side
of single or half brick wall of mix :
13.2.2 1:6 (1 cement : 6 fine sand) 10600.00 Sqm 172.80 1831680.00 13.16 6mm cement plaster of mix
13.16.1 1:3 (1 cement : 3 fine sand) 2600.00 Sqm 134.70 350220.00 13.26 Providing and applying plaster of paris
putty of 2mm thickness over plastered surface to prepare the surface even and smooth complete
18056.00 Sqm 110.95 2003313.20
13.47
Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade
13.47.1 New work (Two or more coats applied @ 1.43 ltr/ 10 sqm. over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm).
2657.00 Sqm 94.95 252282.15
13.60 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:
13.60.1 Two or more coats on new work. 18056.00 Sqm 80.50 1453508.00 13.61 Painting with synthetic enamel paint of
approved brand and manufacture of to give an even shade:
13.61.1 Two or more coats on new work 1808.00 Sqm 74.40 134515.20 13.76 Forming groove of uniform size from
12x12mm and upto 25x15mm in plastered surface as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repairs to the edges of plaster panel and finishing the groove complete as per specifications and direction of the Engineer-in-Charge.
3008.00 Rmt 70.75 212816.00
16.68 Providing and laying 60 mm th 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 reqd colour and pattern over and incl 50 mm th compacted bed of coarse sand, filling the joints with coarse sand etc all
324.00 sqm 602.20 195112.80
90
complete as per the directions of engineer in charge
16.69 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete 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).
90.00 Cum, 5295.90 476631.00
21.00 AlUMINIUM WORK
21.1 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 mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing and panelling to be paid for separately) :
21.1.1 For fixed portion 21.1.1.3 Polyester powder coated aluminium
(minimum thickness of polyester powder coating 50 micron)
5132.80 Kg 385.10 1976641.28
21.1.2 For shutters of doors, windows & ventilators including providing and fixing hingesl pivots and making provision for fixing of fittings wherever required including the cost of PVC / neoprene gasket required (Fittings shall be paid for separately).
91
21.1.2.3 Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron)
2995.00 Kg 443.20 1327384.00
21.3.2 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
831.92 sqm 1054.20 877010.06
21.8 Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete.
21.8.1 Upto 5mm depth and 5 mm width 1843.40 Metre 88.75 163601.75 21.18 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).
33.00 Sqm 4746.25 156626.25
22.00 WATER PROOFING 22.3 Providing and laying water proofing
treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of :
i) Ist course of applying cement slurry @ 4.4 Kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface.
ii) IInd course of 20mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface.
iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 Kg.
92
per sqm of area.
iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 Kg/sqm.)
633.00 sqm 522.90 330995.70
22.07 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 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 :
93
With average thickness of 120 mm and minimum thickness at khurra as 65 mm.
2150.00 sqm 1019.05 2190957.50
Grading roof for water proofing treatment with
22.14 Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
215.00 cum 5570.55 1197668.25
22.00 STRUCTURAL GLAZING AND
ALUMINIUM COMPOSITE PANEL
26.10 Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings, the aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. (The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account).
6586.32 Kg 338.25 2227822.74
26.20 Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including: a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)- cum-smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including:
94
Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimentional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry/structural steel framework of building structure using stainless steel anchor fasteners/ bolts, nylon seperator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers. c) Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment , including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass. d) Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight.
Making provision for drainage of moisture/ water that enters the curtain glazing system to make it watertight, by incorporating principles of pressure equalization, providing suitable gutter profiles at bottom (if required), making necessary holes of required sizes and of required numbers etc. complete. This item includes cost of all inputs of designing, labour for fabricating and installation of aluminium grid, installation of glazed units, T&P, scaffolding and other incidental charges including wastages etc., enabling temporary structures and services, cranes or cradles etc. as described above and as specified. The item includes the cost of getting all the structural and functional design including shop drawings checked by
95
a structural designer, dully approved by Engineer-in-charge. The item also includes the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working structural glazing as specified, cleaning and protection till the handing over of the building for occupation. In the end, the Contractor shall provide a water tight structural glazing having all the performance characteristics etc. all complete as required, as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineerin-Charge.
Note:- 1. The cost of providing extruded aluminium frames, shadow boxes, extruded aluminium section capping for fixing in the grooves of the curtain glazing and vermin proof stainless steel wire mesh shall be paid for separately under relevant items under this subhead. However, for the purpose of payment, only the actual area of structural glazing (including width of grooves ) on the external face shall be measured in sqm. up to two decimal places. Note:-2. The following performance test are to be conducted on structural glazing system if area of structural glazing exceeds 2500 Sqm from the certified laboratories accreditated by NABL(National Accreditation Board for Testing and Calibration Laboratories), Department of Science & Technologies, India. Cost of testing is payable separately. The NIT approving authority will decide the necessity of testing on the basis of cost of the work, cost of the test and importance of the work. Performance Testing of Structural glazing system Tests to be conducted in the NBL Certified laboratories 1. Performance Laboratory Test for Air Leakage Test (-50pa to – 300pa) & (+50pa to +300pa) as per ASTM E-283-04 testing method for a range of testing limit 1 to 200 mVhr” 2. Static Water Penetration Test. (50pa to
365.92 sqm 2556.15 935346.41
96
1500pa) as per ASTME- 331- 09 testing method for a range up to 2000 ml.” 3. Dynamic Water Penetration (50pa to 1500pa) as per AAMA 501.01- 05 testing method for a range upto 2000 ml” 4. Structural Performance Deflection and deformation by static air pressure test (1.5 times desing wind pressure without any failure) as per ASTME- 330-10 testing method for a range upto 50 mm” 5. Seismic Movement Test (upto 30 mm) as per AAMA 501.4-09 testing method for Qualitative test” Tests to be conducted on site 6. Onsite Test for Water Leakage for a pressure range 50 kpa to 240 kpa (35psi) upto 2000ml”
26.3
Providing, assembling and supplying vision glass panels (IGUs)comprising of hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of size and shape as required and specified,comprising of an outer heat strengthened float glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.26.2) For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather siliconesealant) provided and fixed in position, shall be measured in sqm.(i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25-0.28) and U value of 3.0
274.44 Sqm 4090.95 1122720.32
97
to 3.3 W/m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement.
26.4
Extra for openable side / top hung vision glass panels (IGUs) including providing and supplying at site all accessories and hardwares for the openable panels as specified and of the approved make such as heavy duty stainless steel friction hinges, min 4 -point cremone locking sets with stainless steel plates, handles, buffers etc. including necessary stainless steel screws/ fasteners, nuts, bolts, washers etc. all complete as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge.
27.44 sqm 3062.25 84040.39
26.6
Providing and supplying Spandrel Glass Panels comprising of 6 mm thick heat strengthened monolithic float glass of approved colourand shade with reflective soft coating on surface # 2 of approvedcolour and shade so as to match the colour and shade of the IGUs inthe vision panels etc. ,all complete for the required performances asspecified, as per the Architectural drawings, as per the approvedshop drawings, as specified, and as directed by the Engineer- in-Charge. For payment, only the actual area of glass on face # 1 of theglass panels (but excluding the area of grooves and weather siliconesealant) provided and fixed in position, shall be measured insqm.(Payment for fixing of Spandrel Glass Panels in the curtainglazing is included in cost of relevent Item*)(i) Coloured tinted float glass 6mm thick substrate with reflective soft.coating on face # 2, having properties as visible Light transmittance(VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflectionexternal 10 to 20 %, shading coefficient (0.25- 0.28) and U value of3.0 to 3.3 W/m2 degree K etc. . The properties of performanceglass shall be decided by technical sanctioning authority as perthe site requirement.
45.00 sqm 2997.25 134876.25
98
26.5
Providing, fabricating and supplying shadow box of required size andshape, for fixing in the spandrel portion of the structural glazing, inlinear as well as curvilinear portions of the building by providing semi-rigid, inorganic, non-combustible fibre glass wool insulation 50 mmthick, conforming to IS: 8183 and BS: 3958 Part 5. The insulationlayer shall have facing (factory bonded on surface # 1of the fibreglass insulation layer), of black non-woven fibre glass tissue of nominalthickness 0.5 mm and nominal mass not less than 60 gm / sqm,made of randomly oriented glass fibres distributed in a binder by awet-lay process including fixing 1.5 mm thick solid aluminum sheetbacking using, 6 mm thick cement board including SS rivets, nuts,bolts, washers etc complete.
42.00 Sqm 1634.50 68649.00
TOTAL SCHEDULE ITEMS CIVIL 103016132.10
99
NON SCHEDULE(CIVIL) – ITEMS Item No.
Description Qty. Unit. Rate Amount
NSC-1 Providing and fixing Besco Merino Zeous or approved equivalant restroom cubicle system with intermediate panel,pilaster and door compact laminate as per IS 2046 with the one continuous panel without any joint,all intermediate panels,pilasters and doors shall be 12 mm thick with edges chamfered.The solid compact laminate (Phenolic core board ) is based on thermosetting resins,homogeneously reinforced with cellulose fibres,top surface on both side is melamine coated which is scratch and impact resistant,all pilasters shall be supported by adjustable foot and non corrosive stell inserts.top rail and wall fixing with an exterior grade polyamide coating guarantees resistant to breakage,heat ,humidity and chemicals with base of foot anchored to floor with clearance height of 150 mm.Provide accessories as ,heat and bacteria resistant polyamide privacy thumbturn,door knob,coat hook,cover and extruded epoxy coated aluminium U channel, standard height of cubicle:2039 mm,width:900 mm,depth:1550,door width:600mm,door height:1830 mm,physically challanged cubicle dimension:1500x1750 mm(Width x depth).
36.90 Sqm
NSC-2 Providing and fixing of ‘Unistone’ or
equivalent Glass Reinforced Concrete (G.R.C) Flooring Tiles in approved design, size, texture, thickness, pattern and color. The thickness of the tiles should range between 22 to 25 mm, allowing variance of ±5 mm in accordance with IS: 1237‐1980. The tiles should be made with M‐40 Grade Concrete mix design having ‘43’ Grade White Portland cement, reinforced with Alkali Resistant Glass Fiber and the pigmentation should be done with exterior grade synthetic inorganic iron oxide pigments manufactured by ‘BAYFERROX (Germany)’ or equivalent. The pigmentation should be homogeneous and in accordance with British Standards BS EN 12878:1999. The other additives
375.00 Sqm 1900.00 712500.00
100
should be fine washed graded quartz, super plasticizers and integrated water proofers and others. The tiles should be produced with high vibration technology and should have compressive strength equivalent to M‐40 Grade@28 days. The top surface of the tiles should be sealed with acrylic lacquer resulting in surface water absorption of tiles, less than 1% and water absorption by 24 hrs immersion method, less than 8%. The beds where the tiles are to be laid shall be clean, wet and mopped. The bedding for the tiles shall be 20mm thick and with cement mortar 1:3 (1 cement: 3 coarse sand) and it shall be spread properly and the usage shall begin only after 48 hours.
NSC-3 Providing and fixing of ‘Unistone’ or equivalent Glass Reinforced Concrete (G.R.C) Wall Cladding Tiles in approved design, size, texture, thickness, pattern and color. The thickness of the tiles should range between 12 to 18 mm (depending on the texture of the tile), allowing variance of ±2 mm in accordance with IS: 1237‐1980. The composition of tiles should be ‘43’ Grade White Portland cement, reinforced with Alkali Resistant Glass Fiber and the pigmentation should be done with exterior grade synthetic inorganic iron oxide pigments manufactured by ‘BAYFERROX (Germany)’ or equivalent. The pigmentation should be homogeneous and in accordance with British Standards BS EN 12878:1999. The other additives should be fine washed graded quartz, super plasticizers and integrated water proofing agents and others. The tiles should be produced with high vibration technology and should have compressive strength equivalent to M‐40 Grade@28 days. The top surface of the tiles should be sealed with acrylic lacquer resulting in surface water absorption of tiles, less than 1% and water absorption by 24 hrs immersion method, less than 8%. The tiles should be applied on a rough plaster of cement mortar 1:3 (1 cement: 3 coarse sand) and the fixing of tiles should be done by ‘Unistone’ tile adhesive or equivalent as per manufacturer’s laying instruction.
834.00 Sqm
101
NSC-4 Providing and fixing of ‘Unistone’ or equivalent Glass Reinforced Concrete (G.R.C) Wall Cladding Tiles in approved design, size, texture, thickness, pattern and color. The thickness of the tiles should range between 12 to 18 mm (depending on the texture of the tile), allowing variance of ±2 mm in accordance with IS: 1237‐1980. The composition of tiles should be ‘43’ Grade White Portland cement, reinforced with Alkali Resistant Glass Fiber and the pigmentation should be done with exterior grade synthetic inorganic iron oxide pigments manufactured by ‘BAYFERROX (Germany)’ or equivalent. The pigmentation should be homogeneous and in accordance with British Standards BS EN 12878:1999. The other additives should be fine washed graded quartz, super plasticizers and integrated water proofing agents and others. The tiles should be produced with high vibration technology and should have compressive strength equivalent to M‐40 Grade@28 days. The top surface of the tiles should be sealed with acrylic lacquer resulting in surface water absorption of tiles, less than 1% and water absorption by 24 hrs immersion method, less than 8%. The tiles should be applied on a rough plaster of cement mortar 1:3 (1 cement: 3 coarse sand) and the fixing of tiles should be done by ‘Unistone’ tile adhesive or equivalent as per manufacturer’s laying instruction.
550.00 Sqm
NSC-5 Supplying and erection of Glass Reinforced Concrete (G.R.C) Cornice/ Moulding having projection of 200 mm, height 450mm and length 1000 mm in approved pattern, and colour of M/S UniStone make or equivalent. The Screens should be made from ‘53 grade’ White Portland Cement manufactured by‘JK Cement’ or equivalent, Quartz, Fine Silica Sand, Alkali Resistant Glass Fiber manufactured by ‘NEG Japan or equivalent, Super Plasticizers manufactured by‘BASF’ or equivalent, Polymers manufactured by ‘BASF’ or equivalent and U.V resistant Synthetic inorganic pigments should be used for pigmentation manufactured by ‘BAYFERROX (Germany)’ or equivalent.
257.00 Rmt
102
The material casting should take place in FRP Mould. The erection of moulding should be done with ‘Dry fixing’ method using Hilti / Fischer fasteners with quantity as per load of moulding & in accordance with shop drawings submitted from Vendor, duly approved from Engineer in charge at site.
NSC-6 Supplying and erection of Glass Reinforced Concrete (G.R.C) Cornice/ Moulding having projection of 150 mm, height 300 mm and length 1000 mm in approved pattern, and colour of M/S UniStone make or equivalent. The Screens should be made from ‘53 grade’ White Portland Cement manufactured by‘JK Cement’ or equivalent, Quartz, Fine Silica Sand, Alkali Resistant Glass Fiber manufactured by ‘NEG Japan or equivalent, Super Plasticizers manufactured by‘BASF’ or equivalent, Polymers manufactured by ‘BASF’ or equivalent and U.V resistant Synthetic inorganic pigments should be used for pigmentation manufactured by ‘BAYFERROX (Germany)’ or equivalent. The material casting should take place in FRP Mould. The erection of moulding should be done with ‘Dry fixing’ method using Hilti / Fischer fasteners with quantity as per load of moulding & in accordance with shop drawings submitted from Vendor, duly approved from Engineer in charge at site.
310.00 Rmt
NSC-7 Supplying & laying cinder cocrete 1 : 15 ( 1 cement : 15 cinder 12.5 mm nominal size ) in sunken portion including minimum compaction complete.
77.76 Cum
NSC-8 Making drain Holes in RCC Slabs by Providing and embeding 40mm dia & 75mmlong ( Approx.) long pieces of ordanary PVC pipe, in RCC Precast slabs (Drain Covers), during casting of the slabs complete.
300.00 Nos
NSC-9 P/F galvanized iron puddle flanges consisting of 6 mm MS plates and pipes as per standard design
190.00 Kg
NSC-9A Providing fusion bonded epoxy coating on reinforcement steel bar (The coating specification to be as per IS 13620:93.) of make PSL or equivalent.
100000.00 Kg
103
NSC-9B Providing and applying Silicon Based Water repellent coating by brush or by spray.
1000.00 sqm
NSC-9C Providing and applying cementitious crystalline based waterproofing for concrete rafts, walls, water tanks, slabs, concrete floors etc. with krystol T1 system. The application to be done from +ve (postive) side on a wet open pore concrete surface with brush @ 1 Kg/Sq.M as per manufacturer specification.
850.00 sqm
NSC-9D Supply and providing Recron: (Synthetic triangular fibre of cut length 12mm, specific gravity 1.34) dosage 125 gm per 50 kg bag of cement in RCC works. Recron 3 S of Reliance Industries Ltd. Or equivalent
1500.00 0.125 Kg for 1 Bag
of Cement 50 Kg
NSC-10 Providing and fixing SS H-Handles, 1200mm length of standard make(ozone, dorma or equivalent) with provision of all fixing accessories in the frameless glazing.
12.00 nos
NSC-11 Providing and fixing door handle wiith mortise lock and key of Dorset-(locksets ML) With Galeo Handle set as per specification complete.(Available as a set of 10” Mortise handles, one mortise lock body (10”) & a cylinder)
82.00 nos
NSC-12 Providing & Fixing Chicken Wire Mesh on Joints of RCC & Brick Work Before Plastering Work.
769.00 sqm
NSC-13 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes as top rail, 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.The railing shall also be provided with glass infill between two balustrades and all the neceessaryy fixing arrangement for recieving the toughened glass of 8mm thickness.The rate shall include cutting holes etc as per the direction of engineer in charge.-overall height to be 1050 mm from finished floor level.
67.00 rm
104
NSC-14 Storage to be formed of 19mm commercial Board and finished with 4mm thick approved shade of Veneer with fixed shelves made of 18mm thick prelaminated MDF board with all exposed edges finished with 2mm thick PVC edge band (factory finished) as per details & architect approval. Shutters of cabinet to be formed of 19mm thick commercial board finished with 4mm thk veneer on outer surfaces and 0.8mm thick approved shade of laminate inside. Rear backing of cabinet to be formed with 12mm commercial plywood complete in all respect including 100mm high veneer finished skirting as per approval/details. Exposed wood veneer surfaces to be finished with spray applied melamine polish.the cupboard shall have 2 nos drawer running on drawer channels of best quality(Hettich or equivalent). one drawer shall be lockable. the brass lcok shall be used for the same. the drawer shall have 100mm Long SS handles fixed by cutting a chase in the front of the drawer. Storage to be complete with hardware installed as per the appoved model/make & as directed to consist of the following: Shutter to have 2 nos of automatic spring loaded hinge of approved make installed strictly a per manufacturers guidelines with requisite tools/jigs. Each set of shutters to be provided with 1no. multi purpose lock as specified, SS handles size 900mm long as per approval, auto bolt, etc. (Hettich/Hafele make) Basic price of Veneer @ Rs.685/ Sqmt (front area to be measured from bottom i/c height of leg/skirting to top of cabinet). the depth of cupborad shall be 600mm depth including the thickness of the backing ply.The grooves provided in the design shll be inserted with SS Rectangular rods of 4mm thickness as per drawing.
78.00 sqm
NSC-15 Providing and fixing 10mm thick toughened
glass in toilets as bathing partition measuring 900mm X 2100mm and securely fixed to the floor with the help of the C-Channels at the base and top runner of stainless steel of standard make for fixing toilet glass partition of dorma/dorset/hettich or equivalent make.
42.00 nos
NSC-16 POP Wall punning to wall surface/true Ceiling
Providing and applying Plaster of Paris punning of average thickness 12mm to existing wall surfaces/ceiling in true level and plumb complete as directed.
8383.00 SQM
GRAND TOTAL CIVIL –NON SCHEDULE
105
PLUMBING WORK ( SCHEDULED ITEMS) 12.41 Providing and Fixing on wall face
unplasticised-Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion.
Single socketed pipes 12.41.1 75mm dia 61 Metre 145.70 8887.70 12.41.2 110mm dia 354.25 Metre 231.65 82062.01
12.42 Providing and Fixing on wall face
unplasticised PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion.
12.42.5 Bend 87.5 degree 12.42.5.2 110mm bend 26 Each 161.55 4200.30 12.42.6 Shoe (Plain)
12.42.6.2 110 mm shoe 26 Each 295.10 7672.60 12.42.4 Single tee without door
12.42.4.2 110 x110x110mm 26 Each 248.55 6462.30
12.44 Providing and Fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.
Each 41.10 1068.60
17.1 Providing and Fixing water closet
squatting pan (Indian type W.C. pan ) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required :
17.1.1 White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests.
8 Each 3392.80 27142.40
17.2 Providing and fixing white vitreous china
pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required
17.2.1 W.C. pan with ISI marked white solid plastic seat and lid
77 Each 3317.30 255432.10
106
17.7 Providing and Fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require :
17.7.1 White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps.
100 Each 2331.15 233115.00
17.34
Providing and fixing toilet paper holder .
17.34.1 C.P. brass 77 Each 415.90 32024.30
17.72 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long,200 mm wide with minimum distances of 37 mm from wall face withconcealed fittings arrangement of approved quality and colour, weighing not less than 88 gms
.
100 Each 218.50 21850.00 17.73 Providing and Fixing PTMT towel rail
complete with brackets fixed to wooden cleats with CP brass screws with concealed fitting arangement of approved quality colour and make
17.73.2 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms.
36 Each 541.50 19494.00 17.10 Providing and Fixing Salem Stainless
Steel A ISI 304 (18/8) kitchen sink as per IS: 13983 with CI brackets and stainless steel waste with plug 40mm including painting of fittings and brackets, cutting and making good the walls wherever required.
17.10.1.3 Kitchen sink with drain board 510x1040 mm bowl depth 200mm.
6 Each 5966.15 35796.90
17.10.2.1 Kitchen sink without drain board 610x510 mm bowl depth 200 mm
2 Each 4343.00 8686.00
17.71 Providing and Fixing PTMT liquid soap
container 109mm wide, 125mm high and 112mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality colour and make, weighing not less that 105gms
100 Each 228.85 22885.00 17.8 Providing and fixing white vitreous china
battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including
107
fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge.
30 Each 979.95 29398.50 8.1 Providing and fixing stone slab with 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.
8.10.1 White Agaria Marble Stone 28 Sqm 3263.50 91378.00
18.8 Providing and Fixing chlorinated Polyvinyl chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.0m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.
Concealed work including cutting chases and making good the walls etc.
18.8.1 15 mm nominal outer dia pipes 289.8 Metre 270.00 78246.00 18.8.2 20 mm nominal outer dia pipes 161.4 Metre 296.40 47838.96 18.8.3 25 mm nominal outer dia pipes 82.725 Metre 351.30 29061.29 18.8.4 32 mm nominal outer dia pipes 161.35 Metre 422.40 68154.24 M.R 40 mm nominal outer dia pipes 85.5 Metre 422.40 36115.20
18.10 Providing and Fixing GI pipes
complete with GI fittings and clamps, including cutting and making good walls etc. (internal work).
Exposed on walls 18.10.1 15mm dia nominal bore 75 Metre 215.10 16132.50 18.10.2 20mm dia nominal bore 176.5 Metre 249.30 44001.45 18.10.3 25mm dia nominal bore 152.5 Metre 304.15 46382.88 18.10.4 32mm dia nominal bore 148 Metre 343.20 50793.60 18.10.5 40mm dia nominal bore 83.6 Metre 425.65 35584.34 18.10.6 50mm dia nominal bore 250.95 Metre 527.20 132300.84
18.16 Providing and Fixing brass stop cock of
approved quality
18.16.1 15mm nominal bore 4 Each 260.60 1042.40 18.16.2 20mm nominal bore 6 Each 344.85 2069.10
108
18.17 Providing and Fixing gun metal gate valve with CI wheel of approved quality (screwed end).
18.17.1 25mm nominal bore 8 Each 428.85 3430.80 18.17.2 32mm nominal bore 3 Each 501.50 1504.50 18.17.3 40mm nominal bore 9 Each 585.50 5269.50 18.17.4 50mm nominal bore 12 Each 750.75 9009.00
18.18 Providing and fixing ball valve (brass) of
approved quality, High or low pressure, with plastic floats complete :
18.18.3 25mm dia nominal bore 4 Metre 449.95 1799.80
18.21 Providing and Fixing unplastcised PVC connection pipe with brass unions:
18.21.2.1 45 cm length ( 15mm nominal bore) 313 Each 68.60 21471.80
18.38 Painting GI pipes and fittings with enamel paint over a ready mixed priming coat, both of approved quality for new work.
18.38.1 15mm dia nominal bore 74 Metre 9.60 710.40 18.38.2 20mm dia nominal bore 165.5 Metre 11.35 1878.43 18.38.3 25mm dia nominal bore 152.5 Metre 14.95 2279.88 18.38.4 32mm dia nominal bore 117 Metre 17.70 2070.90 18.38.5 40mm dia nominal bore 83.6 Metre 21.00 1755.60 18.38.6 50mm dia nominal bore 250.95 Metre 24.75 6211.01
18.48 Providing and placing on terrace (at all
floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
40000 Per Ltr. 7.25 290000.00
18.49 Providing and Fixing CP brass bib cock
of approved quality conforming to IS:8931.
18.49.1 15mm nominal bore 42 Each 459.50 19299.00
18.53 Providing and Fixing CP brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931
18.53.1 15mm nominal bore 313 Each 507.70 158910.10
18.58 Providing and Fixing PTMT grating of approved quality and colour.
18.58.1.2 125mm nominal dia 150 Each 57.35 8602.50
18.64 Providing and fixing PTMT swivelling shower, 15 mm nominal bore, weighing not less than 40 gms
36 Each 141.75 5103.00
109
18.65
Providing and Fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements. Weighing not less than 106 gms.
36 Each 164.95 5938.20 12.22 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 1 m x1 m x 400 micron, finished with 12 mm 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.
26 Each 186.65 4852.90 19.1 Providing, laying and jointing glazed
stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete :
19.1.2 150mm dia 40 Metre 314.35 12574.00
19.2 Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) all round sw pipes including bed concrete as per standard design
19.2.2 150mm dia 40 Metre 724.70 28988.00
19.7 Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design.
19.7.1 Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and
110
weight of frame 15kg).
19.7.1.1 With FPS bricks of class designation 75 (i) For Sewer Line
21 Each 8507.00 178647.00
19.4 Providing and fixing square mouth SW
gully trap grade 'A' complete with CI grating brick masonry chamber with water tight CI cover with frame of 300x300mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design.
19.4.1.1 100x100mm size P type with FPS 1st Class bricks.
11 Each 1571.25 17283.75
19.27 Constructing brick mansonry road gully
chamber 50x45x60 cm with bricks of 1st class in cement mortar 1:5 (1 cement : 5 fine sand) including 500x450mm precast R.C.C. horizontal grating with frame complete as per standard design:
19.27.1 With FPS bricks (1st Class) 22 Each 3957.50 87065.00 Total of DSR Items
2349933.57
111
PLUMBING WORK (NON SCHEDULED ITEMS) Item No. Description Qty Unit Rate Amount
MR-1 Supply, Installation, Testing & Commissioning 15mm C.P brass 2 way bib cock complete, including cutting and making good the walls wherever required. (Make: Jaquar, Cat no.- FLR-5041N, Kohler or Equivalent)
2 way Bib Cock with wall Flange 77 Each
MR-2 Providing & Fixing of C.P. brass shower assembly of JAQUAR or approved equivalent comprising of one no. heavy type C.P. bath spout (JAQUAR- SIG 41429 or equivalent), one no. concealed 3-way Diverter (JAQUAR- SIG41075 equivalent), shower arm (JAQUAR- SHA 483 equivalent) and shower rose (JAQUAR- OHS - 497 N equivalent), all complete including cutting and making good the wall wherever required.
36 Each MR-3 Providing, fixing, testing and
commissioning pressurized electric water heater of approved make confirming to BS Code with copper sheet container, 25 mm thick insulation, stove enamelled M.S. jacket thermostatically controlled immersion heater with pilot neon lamp, suitable length of electrical cable and 15 amp 3 pin plug top, complete in all respect.
25 litres capacity 34 Each
MR-4 Supply, Installation, Testing & Commissioning C.P cast brass double coat hook fixed to wooden / PVC cleats with C.P. brass screws (Make :- Jaquar Continental: CAN-1161N, Kohler-11414-CP or Eqivalent)
77 Each MR-5 Providing and fixing 6mm thick bevelled
edge plate glass mirror of approved quality with 6mm thick marine ply backing fixed to wooden cleats with CP brass screws and washers.(Including s/s studs for fixing the glass)
77 Each MR-6 Supply, Installation, Testing &
Commissioning stainless steel cockroch trap consisting of 0.45 mm thick inner and outer cup and 1.00 mm thick top grating (Jali) with ring to be fixed inside ‘P’ traps with cement concrete.
110x110 mm 22 Each
112
MR-7 Supply, Installation, Testing &
Commissioning CP Health faucet with 1.0 metre and CP Flexible Tube & wall hook. (Make: Jaquar, Cat no.-ALD-CHR-585, Kohler or Equivalent)
77 Each MR-8 Providing, fixing, testing and
commissioning of C.P brass sink mixer with regular swinging spout, wall mounted with connecting legs & flanges. (Make : Jaquar Model: 5309 or Equivalent)
11 Each MR-9 Providing, fixing, testing and
commissioning of C.P brass central hole basin mixer without pop up waste system with 450 mm long braided hoses. (Make: Jaquar Model: 5167 B or Equivalent)
68 Each MR-10 Providing and fixing recess soap dish
(Jaquar cat. No. AHS-1531 ). 36 Each
MR-11 Providing and Fixing uPVC pipes type -
B conforming to IS: 13592 for soil, waste and vent pipes including all fittings rubber ring type (plain or with access door) e.g. bends, junctions, cowls, offsets, access pieces, clean out plug, jointing with rubber ring joints with lubricant etc. fixed with clamps to walls with cement concrete 1:2:4 blocks complete in all respects.
For soil, waste and vent pipes b) 110 mm OD 493.1 Metre c) 160 mm OD 356 Metre
MR-12 Providing, fixing, jointing and testing in position the following uPVC pipes conforming to IS 4985 of 6 kg/sqcm pressure rating including all fittings, solvent weld joints, testing complete for drainage system cut to required length to be laid under floor including covering all around with cement concrete and making good the same complete as required.
For waste pipes 40mm OD (6 kg pressure) 181.25 Metre 50mm OD (6 kg pressure) 76.35 Metre 63mm OD (6 kg pressure) 135.45 Metre
MR-13 Providing and Fixing 110x110 mm uPVC 'P' trap with 2-3 inlets required size ftting with seal 50 mm of self cleansing design floor/urinal trap without
113
vent suspended with supporting clamp or in sunken portion including cutting and making good the walls and floors wherever required complete in all respects.
a) 110 x110 mm outlet 90 Each
MR-14 Providing and Fixing uPVC floor drain of following size inlet and outlet including cutting and making good the walls and floors wherever required complete in all respects.
a) 110 x63mm outlet 60 Each
MR-15 Providing & fixing PVC inlet fitting with one or more inlets fabricated from 110 mm outer dia UPVC pipe and solvent welded sockets and fixed to UPVC Trap and set in cement concrete as per drawing complete
Each
90 MR-16 Providing and fixing forged brass auto
air vent valve 10 PN rating including all fitting & accessories.
15 mm dia 4 Each
MR-17 Supply, Installation, Testing & Commissioning C.P. brass Bottle trap 32 / 40mm dia. with 75 mm clear water seal fitted with built-in Air Admittance valve of adequate capacity. (Make: Jaquar, Cat no.-ALD-769, Kohler or Eqivalent)
127 Each
MR-18 Providing and fixing END CAP or Clean Out Plug (Ceiling or Floor) with suitable inset keys for opening, male threaded joint with socket fixed to uPVC/SCI pipe complete in all respects.
110 mm OD pipe size 28 Each Total of Non DSR Items
114
SCHEDULED ELECTRICAL ITEMS INTERNAL ELECTRIFICATION WORKS : POINT WIRING IN STEEL CONDUIT:
ITEM NO.
DESCEIPTION QTY UNIT RATE AMOUNT
DSR- 1.10.1 Group
A
Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc as required.
229 Points 518.00 118,622.00
- DSR- 1.10.3 Group
C
Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc as required.
862 Points 718.00 618,916.00
- DSR- 1.11
Wiring for twin control light point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc as required.
55 Points 770.00 42,350.00
-
CIRCUIT & SUBMAINS WIRING: -
- DSR- 1.12
Wiring for light/ power plug with 2X4 sq. mm FR PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit along with 1 No 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required.
2550 Mtrs. 162.00 413,100.00
-
Wiring for circuit/ submain wiring along with earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required
-
DSR- 1.14.1
2 x 1.5 sq. mm + 1 x 1.5 Sq. mm for earth wire (6A Raw plug points Wiring )
800 Mtrs. 106.00 84,800.00
-
115
DSR- 1.14.2
2 x 2.5 sq. mm + 1 x 2.5 Sq. mm for earth wire (Circuit wiring from DB to switch board)
1500 Mtrs. 131.00 196,500.00
- DSR- 1.14.3
2 x 4.0 sq. mm + 1 x 4.0 Sq. mm for earth wire (for circuit/ submain)
700 Mtrs. 162.00 113,400.00
- DSR- 1.14.4
2 x 6.0 sq. mm + 1 x 6.0 Sq. mm for earth wire (for 1 phase DB)
40 Mtrs. 221.00 8,840.00
-
DSR- 1.14.5
2 x 10 sq. mm + 1 x 10 Sq. mm for earth wire (for 1 phase DB)
40 Mtrs. 327.00 13,080.00
- DSR-
1.14.10 4 x 10.0 sq. mm + 2 x 10.0 Sq. mm for earth wire (for 3 phase DB)
180 Mtrs. 597.00 107,460.00
- DSR-
1.14.11 4 x 16.0 sq. mm + 2 x 16.0 Sq. mm for earth wire (for 3 phase DB)
210 Mtrs. 883.00 185,430.00
-
CONDUITS: -
Supplying and fixing of following sizes of medium class PVC conduit alongwith accessories in surface/ recess incuding painting in case of surface conduit, or cutting the wall and making good the same in case of recessed conduit as required.
(Used for TV/ telephone points) -
DSR 1.21.1
20 mm 1200 Mtrs. 53.00 63,600.00
- DSR
1.21.2 25 mm 500 Mtrs. 65.00 32,500.00
- DSR
1.21.3 32 mm 200 Mtrs. 85.00 17,000.00
- DSR
1.21.4 40 mm 40 Mtrs. 110.00 4,400.00
-
DSR 1.21.5
50 mm 40 Mtrs. 144.00 5,760.00
-
METAL BOXES: -
-
116
Supplying and fixing of following sizes (Nominal Size) on surface or in recess with suitable size of phenolic laminated sheet cover in the front including painting etc. as required:-
-
DSR 1.22.5
180 mm X 100 mm X 60 mm deep 50 Nos. 127.00 6,350.00
- DSR
1.22.8 200 mm X 150 mm X 75 mm deep 47 Nos. 194.00 9,118.00
- DSR
1.22.10 200 mm X 250 mm X 75 mm deep 17 Nos. 261.00 4,437.00
-
Supplying and fixing following size / modules GI box along with modular base and cover plate for modular switches including necessary cadium plated screws in recessed etc. as required.
(TV/ telephone points) -
-
DSR 1.27.1
2 module (75 mm x 75 mm) 262 Nos. 166.00 43,492.00
-
DSR
1.27.2
3 module (100 mm x 75 mm)
20
Nos.
175.00
3,500.00
-
DSR 1.27.4
6 module (200 mm x 75 mm)
4
Nos.
248.00
992.00
- DSR
1.27.5 8 module (125 mm x 125 mm) 4 Nos. 287.00 1,148.00
-
FITTINGS AND ACCESSORIES:
-
- Supplying and fixing following modular switch / socket
on the existing modular plate & switch box including connection but exculding modular plate etc. as required.
-
DSR 1.24.1
5/6 Amps switch 4 Nos. 81.00 324.00
117
- DSR
1.24.2 2 way 5/6 Amps switch 4 Nos. 96.00 384.00
-
DSR 1.24.4
3 pin 5/6 Amps socket outlet 4 Nos. 79.00
316.00
-
-
DSR 1.34
Supplying and fixing Brass Batten/ Angle holder including connections etc. as required.
4 Nos. 74.00 296.00
- S/F light plug point modular type accessories :
- DSR 1.31
Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 amps modular socket outlet and 5/6 amps modular switch, connection, painting etc. as required.
407 Nos. 303.00 123,321.00
-
S/F power plug point modular type accessories : -
DSR 1.32
Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required.
183 Nos. 395.00 72,285.00
-
DSR 1.41
Installation, testing and commissioning of pre-wired, fluorescent/ compact fluorescent fitting of all types, complete with all accessories and lamp etc., wiring connection with 1.5 sq. mm FR PVC insulated in flexible conduit, copper conductor, single core cable and earthing etc. as required.
841 each 91.00 76,531.00
- DSR 2.18
Supplying and fixing 20 amps, 240 volts, SPN industrial type, socket outlet, with 2 pole and earth, metal enclosed plug top alongwith 20 amps “C” curve, SP, MCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket out let and complete with connections, testing and commissioning etc. as required.
144 Nos. 954.00 137,376.00
-
118
DSR CIVIL 2013 Item no:
10.18
Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing.
199 Nos. 138.00 27,462.00
- DSR 1.45
Installation, Testing & Commissioning of Ceiling fan , including wiring the down rods of standard length (upto 30 cm.) with 1.5 sq.mm. PVC insulated, FR copper conductor, single core cable including providing and fixing phenolic laminated sheet cover on the fan box etc. as required.
199 Nos. 122.00 24,278.00
- DSR 1.25
Supplying and fixing Stepped type modular fan regulator on the existing modular plate & switch box including connections but excluding modular plate etc as required.
199 Nos. 284.00 56,516.00
-
DSR 1.50
Installation of exhaust fan upto 450mm sweep in the existing opening, including making good the damage, connections, testing, commissioning etc. as required.
51 Nos. 204.00 10,404.00
- DSR 1.51
Extra for fixing the Louvers/ shutters complete with frame for exhaust fans of all sizes.
51 Nos. 90.00 4,590.00
- DSR 1.49
Numbering of ceiling fan / exhaust fan / flourescent fittings as required.
1001 Nos. 26.00 26,026.00
DISTRIBUTION BOARDS & MCB's:
-
-
DSR 2.7
Supplying and fixing following way prewired SP&N MCB distribution board of steel sheet for 240 volts on surface/ recess complete with loose wire box, terminal connectors for all incoming and outgoing circuits, duly prewired with suitable size FR PVC insulated copper conductor up to terminal blocks, tinned copper bus bar, neutral link, earth bar, din bar, detachable gland plate, interconnections, powder painted including earthing etc. as required. (But without MCB/ RCCB/ Isolator)
-
DSR 2.7.4
2+4 way (6way), Double door 4 Nos. 2,508.00 10,032.00
- DSR 2.7.5
2+8 way (10way), Double door 6 Nos. 2,995.00 17,970.00
119
-
DSR 2.7.6
2+12 way (14way), Double door 2 Nos. 3,613.00 7,226.00
- DSR 2.8
Supplying and fixing following way prewired TP&N MCB distribution board of steel sheet for 415 volts on surface/ recess complete with loose wire box, terminal connectors for all incoming and outgoing circuits, duly prewired with suitable size FRLS PVC insulated copper conductor up to terminal blocks, tinned copper bus bar, neutral link, earth bar, din bar, detachable gland plate, interconnections, powder painted including earthing etc. as required.(But without MCB/ RCCB/ Isolator)
- DSR 2.8.6
6 way (4+18) Double door 6 Nos. 9,496.00 56,976.00
- DSR 2.8.7
8 way (4+24) Double door 6 Nos. 10,405.00 62,430.00
- DSR 2.8.8
12 way (4+36) Double door 8 Nos. 12,782.00 102,256.00
DSR 2.10
Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.
DSR 2.10.1
Single pole
358
Nos.
169.00 60,502.00
DSR
2.10.2 Single pole and neutral 27 Nos. 441.00 11,907.00
DSR
2.10.3 Double pole 10 Nos. 459.00 4,590.00
DSR 2.12
Supplying and fixing following rating, double pole, 240 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.
DSR
2.12.1 40Amp 8 Nos. 218.00 1,744.00
DSR 2.11
Supplying and fixing single pole, blanking plate in the existing MCB DB complete etc. as required.
35 Nos. 7.00 245.00
-
120
Supplying and fixing following rating, double pole, (single phase and neutral) 240 volts, residual current circuit breaker (RCCB) having a sensitivity current upto 300 milliamperes in the existing MCB DB complete with connection, testing and commissioning etc. as required.
- DSR
2.14.2 40 amps (300mA ) 15 Nos. 1,714.00 25,710.00
-
DSR 2.14.3
63 amps (300mA ) 36 Nos. 2,237.00 80,532.00
- DSR 2.2
Providing and fixing following rating and breaking capacity and pole MCCB in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required. (note: for vertical TPN DB item no. 1.18.8)
DSR 2.2.3
160 Amp, 16 KA,TPMCCB 5 No 4,520.00 22,600.00
CABLE T.V. SYSTEM WIRING: - -
DSR 1.24.6
Supplying and fixing of Modular type TV Co-axial socket outlet in the existing modular MS / GI sheet box and cover plate inculading connections etc complete as required:-
126 Nos. 94.00 11,844.00
- Supply and drawing co-axial TV cable RG-6/RG-11
grade, 0.7mm solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit as required:
- DSR 1.19
TV Cable RG-6 2600 Mtrs. 28.00 72,800.00
- Supply & fixing of metal box of following sizes
(nominal size) on surface or in recess with suitable or in recess with suitable size of pheonic laminated sheet cover infron including painting etc. as required.
- DSR
1.22.4 150mm X 150mm X 60mm deep metal box 8 Nos. 160.00 1,280.00
Supplying and fixing following modular switch / socket on existing modular plate and switch box including connections but excluding modular plates etc. as required.
-
121
DSR 1.24.7
Telephone socket outlet 130 Nos. 95.00 12,350.00
DSR 1.18.2
Supply and drawing 2 pair 0.5sq mm FR PVC insulated annealed cooper conductor, unarmored telephone cable in existing surface/ recessed steel / PVC conduit as required:
2600 Mtrs. 18.00 46,800.00
Supplying and making end termination with brass compression gland and aluminium/ copper lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.
- 9.1.30 3.5CX 300sqmm AL XLPE arm. Cable 4 Set 1,086.00 4,344.00
- 9.1.27 3.5CX 185sqmm AL XLPE arm. Cable 7 Set 784.00 5,488.00
- 9.1.23 3.5CX 70sqmm AL XLPE arm. Cable 3 Set 382.00 1,146.00
-
9.1.22 3.5CX 50sqmm AL XLPE arm. Cable
2
Set
342.00 684.00
- LAYING OF LT CABLES -
- Laying of one number PVC insulated and PVC sheathed
/ XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required.
- DSR 7.1.1
Upto 35 sq. mm 125 Mtrs. 195.00 24,375.00
- DSR 7.1.2
above 35 sqmm & Upto 95 sq. mm 175 Mtrs. 202.00 35,350.00
- DSR 7.1.3
above 95 sqmm & Upto 185 sq. mm 90 Mtrs. 210.00 18,900.00
- DSR 7.1.4
above 185 sqmm & Upto 400 sq. mm 225 Mtrs. 233.00 52,425.00
- Laying of one number PVC insulated and PVC sheathed
/ XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required.
- DSR 7.5.1
Upto 35 sq. mm 65 Mtrs. 16.00 1,040.00
- DSR 7.5.2
Above 35 sq. mm and upto 95 sq. mm 75 Mtrs. 25.00 1,875.00
122
- DSR 7.5.3
Above 95 sq. mm and upto 185 sq. mm 50 Mtrs. 33.00 1,650.00
- DSR 7.5.4
Above 185 sq. mm and upto 400 sq. mm 75 Mtrs. 58.00 4,350.00
-
CABLE TRAY
-
-
Supply and installing following size of perforated pre-painted MS cable tray with perforation not more than 17.5% in convenient section, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspender etc as required.
-
DSR 4.1.1
100mm width x 50mm depth x 1.6mm thickness 20 Mtrs. 195.00 3,900.00
- DSR 4.1.2
150mm width x 50mm depth x 1.6mm thickness 20 Mtrs. 520.00 10,400.00
- DSR 4.1.4
300mm width x 50mm depth x 1.6mm thickness 40 Mtrs. 789.00 31,560.00
- DSR 4.1.6
450mm width x 50mm depth x 2.0mm thickness 20 Mtrs. 1,117.00 22,340.00
- Supply and installing following size of perforated pre-
painted MS cable tray bends with perforation not more than 17.5% in convenient section, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspender etc as required.
- DSR 4.2.1
100mm width x 50mm depth x 1.6mm thickness 4 Each 832.00 3,328.00
- DSR 4.2.2
150mm width x 50mm depth x 1.6mm thickness 6 Each 964.00 5,784.00
- DSR 4.2.4
300mm width x 50mm depth x 1.6mm thickness 4 Each 1,458.00 5,832.00
123
- DSR 4.2.6
450mm width x 50mm depth x 2.0mm thickness 6 Each 2,121.00 12,726.00
- Supply and installing following size of perforated pre-
painted MS cable tray reducers with perforation not more than 17.5% in convenient section, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspender etc as required.
-
DSR 4.3.1
100mm width x 50mm depth x 1.6mm thickness
12
Each
1,143.00 13,716.00
- DSR 4.3.2
150mm width x 50mm depth x 1.6mm thickness 4 Each 1,349.00 5,396.00
- DSR 4.3.4
300mm width x 50mm depth x 1.6mm thickness 13 Each 2,082.00 27,066.00
- DSR 4.3.6
450mm width x 50mm depth x 2.0mm thickness 12 Each 3,047.00 36,564.00
- Supply and installing following size of perforated pre-
painted MS cable tray Tee's with perforation not more than 17.5% in convenient section, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspender etc as required.
- DSR 4.4.1
100mm width x 50mm depth x 1.6mm thickness 13 Each 1,457.00 18,941.00
-
DSR 4.4.2
150mm width x 50mm depth x 1.6mm thickness 4 Each 1,714.00 6,856.00
- DSR 4.4.4
300mm width x 50mm depth x 1.6mm thickness 12 Each 2,704.00 32,448.00
- DSR 4.4.6
450mm width x 50mm depth x 2.0mm thickness 11 Each 3,973.00 43,703.00
- TOTAL OF 3.0 LT Cables & Accessories - - EARTHING SYSTEM: -
-
-
124
GI Earthing
-
DSR 5.2
Earthing with G.I. earth pipe 4.5mtr. Long 40mm dia including accessories and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal and salt as required.
8 Set 3,926.00 31,408.00
- -
DSR 6.14
Providing and laying G.I. tape 32 mm X 6 mm from earth electrode directly in ground as required.
120 Mtrs. 141.00 16,920.00
- DSR 5.16
Providing and fixing 6 SWG dia GI Wire on surface or in recess for loop earting as required.
200 Mtrs. 35.00 7,000.00
- TOTAL OF 4.0 EARTHNG - -
- TOTAL SCHEDULE ITEMS
3,752,213.00
125
NON SCHEDULE ITEMS-ELECTRICAL
ITEM NO.
DESCRIPTION QTY UNIT RATE AMOUNT
1 Supplying and fixing following rating, Single/ double/ three pole, 230/ 415 volts, MCB "C" curve in the existing MCB DB complete with connections, testing and commissioning etc. as required.
-
a 63 amps TP MCB 12 Nos.
b 40 amps TP MCB 4 Nos. c 40 amps DP MCB 4 Nos. LUMINARIES AND FIXTURES: Supply & unloading at site with all accessories of
following lighting fixtures:
2 Surface mounted mirror light 12W LED with all fixing accessories as required as per POLYCAB CAT REF PCGLB 12 LX
56 Nos.
3 Wall/ surface moubted 20W LED batten lighting fixture
with all fixing accessories as required as per POLYCAB CAT REF PCGLB 20 LX
70 Nos.
4 Wall/ surface moubted 20W LED batten lighting fixture
with all fixing accessories as required as per POLYCAB CAT REF PCGLB 20 LX
342 Nos.
-
5 Surface moubted 10W LED Down lighting fixture with PMMA diffuser & all fixing accessories as required as required as per POLYCAB CAT REF PCGLWL 10R
185 Nos.
6 Surface moubted 10W LED Down lighting fixture with
PMMA diffuser & all fixing accessories as required as required as per POLYCAB CAT REF PCGLWL 10R
32 Nos.
7 Surface moubted 10W LED Down lighting fixture with
PMMA diffuser & all fixing accessories as required as required as per POLYCAB CAT REF PCGLWL 10R
4 Nos.
8 Recessed mounted ceiling light 40W LED 600x600
complete with electronic driver & all fixing accessories (Dining Hall) as required as per POLYCAB CAT REF PCGLP 2x2 40 60
24 Nos
126
9 Surface mounted ceiling light 40W LED 600x600 complete with electronic driver & all fixing accessories (Yoga Room) as required as per POLYCAB CAT REF PCGLP 2x2 40 60 + PAC0801003
30 Nos
10 Surface mounted 22W LED round lighting fixture with
PMMA diffuser complete electronic driver & all fixing accessories (Enterance) as required as per POLYCAB CAT REF PCGLWL 22R
4 Nos
11 Surface mounted 18W LED round lighting fixture with
PMMA diffuser complete electronic driver & all fixing accessories (Kitchen, Store, Lounge & Sit out area GF+FF) as required as per POLYCAB CAT REF PCGLWL 18R
50 Nos
12 Surface mounted 10W LED round lighting fixture with
PMMA diffuser complete electronic driver & all fixing accessories (Staircase) as required as per POLYCAB CAT REF PCGLWL 10R
4 Nos
13 Ceiling Recessed 6W LED round lighting fixture
complete with electronic driver (Toilet GF+FF) as required as per POLYCAB CAT REF PCGLD 6R 60
44 Nos
14 Ceiling Recessed 15W LED round lighting fixture
complete with electronic driver (Lobby GF+FF) as required as per POLYCAB CAT REF PCGLRD 15 FFA
20 Nos 15 Surface mounted ceiling light 40W LED 600x600
complete with electronic driver & all fixing accessories (Physiotherapy hall + Library) as required as per POLYCAB CAT REF PCGLP 2x2 40 60 + PAC0801003
50 Nos 16 6W LED bollard lighting fixture complete with
electronic driver (landscape) as required as per POLYCAB CAT REF PCGLB 01 06
20 Nos 17 Supply of double ball bearing capacitor start ceiling fan
of approved make suitable for 230v 50Hz single phase AC supply & complete with all standard accessories such as motor, bleds capacitor , down rod etc .
-
Ceiling Fan- 3 Blade -1400 mm dia -
Polycab/Havell's/Crompton without regulator 199 Nos.
127
18
Supply of exhaust fan of approved make suitable for 230v 50Hz single phase AC supply & complete with all standard accessories such as motor bleds capacitor, legs, frame , mounting not bolt etc .
Exhaust Fan-250mm domestic type with gravity louvers
-
Polycab/Havell's / Crompton 51 Nos. TOTAL OF 1.0 INTERNAL ELECTRIFICATION
WORKS
LV SERVICES TELEPHONE & DATA SYSTEM WIRING:
- 19 Supplying, installation, testing & commissioning of
telephone tag block of KRONE connection type main telephone tag block of following sizes in sheet metal enclosure of suitable dimensions fabricated out of 16 SWG MS sheet with cable key lock, hinged type cover including termination of telephone cables, painting of box etc. complete as required.
a) 10 pair telephone tag block 4 No. b) 20 pair telephone tag block 4 No. c) 50 pair telephone tag block 4 No.
20 RJ45 CAT6 socket outlet 28 Nos.
- 21 Supply & drawing PVC insulated PVC sheathed
multicore unarmoured taped telephone cables of 0.50 mm dia size in existing conduit pipe or in ground of following size.
a) 10 pair 300 Mtrs. b) 20 pair 70 Mtrs. c) 50 pair 220 Mtrs.
- 22 Supplying and drawing following CAT6 data cable cable
in the existing surface/ recessed steel/ PVC conduit as required.
150 Mtrs.
TOTAL OF 2.0 LOW CURRENT SERVICES
128
LT CABLES & ACCESSORIES
L.T. CABLE & TERMINATIONS
23 Supplying of following sizes of 1.1 KV grade multicore aluminium/ copper conductor XLPE insulated armoured/ unarmoured cable conforming to IS:7098 (Part - I) complete with all amendments etc. as required.
-
-
a 3.5CX 300sqmm AL XLPE arm. Cable 175 Mtrs.
B 3.5CX 185sqmm AL XLPE arm. Cable 275 Mtrs.
C 3.5CX 70sqmm AL XLPE arm. Cable 145 Mtrs.
d 3.5CX 50sqmm AL XLPE arm. Cable 100 Mtrs. LT DISTRIBUTION BOARD (415V AC, 3 phase, 4 wire, 50 Hz)
MR MAIN LT PANEL
- 24 Supply, unloading, shifting to foundation, assembly &
commissioning of Main DB's. These will be floor mounted, free standing, indoor duty, dust & vermin proof, front operated, having front hinged lockable doors, electrical panel fabricated as per specifications laid in this document and will be complete with the main and auxiliaries bus bars, interconnection, earth terminals, earth bus and will be powder coated finished with 70 micron. The FDB panel shall use all for 415 V AC, 3 phase, 50 Hz, 3 phase 4 wire supply system. The panels will be made as per detailed specifications and drawings forming part of this document.
-
A set of TPN Aluminium bus bar rated for 300A (after considering all necessary deratings) 3 phase 4wire, 50Hz. A minimum derating factor of 0.66 must be taken for calculation of bus bar sizes. The earth bus bar size after derating shall be with subject to fault level subjected to minimum 10% of phase bar size.
129
- 1 INCOMER: (Ics-18KA)
-
- 1 Nos. 200A TPN feeder each having one no. 200A TP
MCCB with isolable neutral & On indication,
-
- 200A 3P MCCB 25 KA
- 1 C/O Auxilliary Contact ( OF)
- Spreader with Phase Barrier
- Extended Rotary Handle
- On ind.
- fuse
- Neutral Link
- Terminals
-
- OUTGOING: (Ics-10KA)
-
- 7 Nos. 63A TPN feeder each having one no. 63A TP
MCB with isolable neutral & On indication,
- 63A 3P MCB 10 KA
- On ind.
- fuse
- Neutral Link
- Terminals
-
- Other items such as
-
- 1 Lot of control wiring
-
130
- 1 Set of designation plates 1 No
2 INCOMER: (Ics-18KA) 1 Nos. 250A TPN feeder each having one no. 250A TP
MCCB with isolable neutral & On indication,
250A 3P MCCB 25 KA 1 C/O Auxilliary Contact ( OF) Spreader with Phase Barrier Extended Rotary Handle On ind. fuse Neutral Link Terminals OUTGOING: (Ics-10KA) 8 Nos. 63A TPN feeder each having one no. 63A TP
MCB with isolable neutral & On indication,
63A 3P MCB 10 KA On ind. fuse Neutral Link Terminals Other items such as 1 Lot of control wiring 1 Set of designation plates 2 No
3 INCOMER: (Ics-18KA) 1 Nos. 125A TPN feeder each having one no. 100A TP
MCCB with isolable neutral & On indication,
100A 3P MCCB 25 KA 1 C/O Auxilliary Contact ( OF) Spreader with Phase Barrier Extended Rotary Handle On ind. fuse Neutral Link Terminals OUTGOING: (Ics-10KA) 6 Nos. 63A TPN feeder each having one no. 63A TP
MCB with isolable neutral & On indication,
131
63A 3P MCB 10 KA On ind. fuse Neutral Link Terminals Other items such as 1 Lot of control wiring 1 Set of designation plates 1 No TOTAL OF 5.0 LT DISTRIBUTION BOARD
-
- FIRE ALARM SYSTEM
- 25 Microprocessor based 2 loops (expandable) analogue
addressable type fire alarm control panel with 80 character LCD display, four access levels, 1000 event historical logging, flash EPROM 240V AC power supply, automatic battery charger, 24V sealed lead acid batteries sufficent for 24 Hours normal working & then be capable of operating the system for 30 minutes during an emergency condition. (Make:-Ravel / Siemens / Notifier ) UL Listed
3 Nos.
26 Analogue addressable smoke detector optical type with
on board microprocessor and addressing including mounting base with LED etc. complete as required. (Make:-Ravel / Siemens / Notifier ) UL Listed.
145 Nos.
27 Analogue addressable rate of rise cum fixed temperature thermistor type heat detector with on board microprocessor & EPROM based addressing including mounting base . LED etc. complete as required. (Make:- Ravel / Siemens / Notifier ) UL Listed.
15 Nos.
28 Analogue Addressable manual pull stations (Make:-Ravel / Siemens / Notifier ) UL Listed.
15 Mtr
29 Analogue Addressable electronic Horn with strobe flash light complete with ceiling / wall mounting arrangement (Make:-Ravel / Siemens / Notifier ) UL Listed.
34 Mtr
30 Wiring for Fire Alarm System Class 2 Annealed Copper conductor armored Cable, Mica Glass (fire resistant) tape with low smoke zero halogen (LSZH) cross- linkable flame retardant insulation. RED in Colour, laid on surface/ In GI Conduit with GI saddle-spacers every 0.3 meters. Complete with GI Junction Box, lugs, cable compression glands, cable tags and Ferruling.a. 2 x 1.5 sq. mm
200 Mtr
TOTAL OF 6.0 FIRE ALARM SYSTEM
-
132
- CCTV System
- 31 Supply, installation, testing and commissioning of
Dome Network Camera 2 Megapixel / H.264 / 720P Real-Time / Vari-Focal 2 Megapixel 1/3” CMOS Sensor in High Resolution,H.264/MJPEG Dual Codec & Streaming simultaneously,UXGA (1600x1200@15fps) / WXGA (1280x720@30fps),Vari-Focal Lens 2.8mm-10mm F1.2,3-Axis Mechanical Design for Ceiling Installation,Built-in IR Illuminator,Digital I/O for External Sensor and Alarm,2 Way Audio Supported,Intelligent Video Analytics ,Micro SD Card Supported (SDHC up to 32GB) ONVIF compatible Make-Tyco/AerocantVision/Mobotix
26 Nos.
M.R Supplying , installation, testing and commissioning of Network Bullet Camera 3 Megapixel/H.264/1080P Real-Time/D-WDR/Auto-IRIS 3 Megapixel 1/3” CMOS Sensor in High Resolution,H.264/MJPEG Dual Codec & Streaming simultaneously,Vari-3 Megapixel 1/3” CMOS Sensor in High Resolution,H.264/MJPEG Dual Codec & Streaming simultaneously,Vari- Focal Lens 2.8-12mm F1.4,Built-in IR Illuminator,Auto-IRIS,Digital Powerful WDR,2 Way Audio support,Micro SD Card support (SDHC up to 32GB) PoE Power Over Ethernet IEEE802.3af,IP 66 Water Proof,ONVIF compatible,UL Listed, Make-Tyco/AerocantVision/Mobotix
14 Nos
32 2U IP Server, dual Gb NIC, DVI-I, DVI-D, DisplayPort (2 max. simultaneous), DVD, RS-232/485 serial port, Win 7 64 bit or Ubuntu 10.04 linux, keyboard and mouse, exacqVision Professional client and server software pre-installed and software updates.Maximum Capacity up to 12TB (3 Hard Disk Drives).Up to 64 IP Camera Make-Arecont Vision/Mobotix/Tyco
2 Nos.
33 Supplying of Video Managment Software with following specification Server OS Compatibility Camera OS,Bandwidth Throttling ,Soft Triggers ,3rd Party Integrations ,Archiving Support Software Updates Compatible in Enterprise Environment , Health Monitoring , Enterprise Server Monitoring, Enterprise User Setup LDAP / Active Directory Support Enterprise Camera Setup Audit Trail Custom User Groups Pre-Post Alarm Recording Video Expiration Min/Max retention by camera iSCSI Support Camera OS Dependent NAS Support Camera OS Dependent Continuous
40 Nos.
133
Recording During Network Failure Smart Search Reply Instant Replay DVD Export (client) POS & ATM Serial Text Search Event Search Thumbnail & Graphic Search Display Simultaneous Video Export Time-Lapse Recording Panoramic Lens Support Camera Dependent Surveillance Keyboard support ,3rd Party Client Joystick Configuration PTZ Control & Presets ,Digital PTZ Control & Presets (live and recorded video) , Multi-Monitor & Video Wall Event Linking Event-Driven Video Switching Camera Groups ,Event Notifications ,Multi-Camera Playback (client) ,Free Client Software Windows/Linux/Mac Supported Browsers IE, Chrome, Safari, Opera,Firefox Make-Arecont Vision/Mobotix/Tyco
34 Supply & Fixing of 8 Port 10/100/1000 Mbps PoE ports and 2 Combo 10/100/100 Base-T/SFP ports Make-HP/Avaya/Cisco
6 Nos.
35 Supply & Fixing of Multimode fiber SFP module .Make-HP/D-Link/Cisco
12 Nos.
36 Supplying & Fixing of LC to pigtail simplex pigtail, 900µm buffered fiber (one LC connector on one end and open on the other end) . Make-Heinrich/Panduit/Semon
48 Nos.
37 SC to LC patch cord, OM3 MM, riser, duplex (1.6 mm jacket) (two SC connectors on one end and one duplex LC connector on the other end) .Make-Heinrich/Panduit/Semon
12 Nos.
38 Supply, installation, testing and commissioning of Rack Mount LIU which Pre-loaded fiber drawer with 24 LC duplex adapters for 50/125μm (OM3/OM4) multimode fiber. Make-Corning/Panduit/Semon
2 Nos.
39 Supply, installation, testing and commissioning of Rack Mount LIU which Pre-loaded fiber drawer with 6 SC duplex adapters for 50/125μm (OM3/OM4) multimode fiber. Make-Heinrich/Panduit/Semon
4 Nos.
40 Supply & Laying of 6-fiber 10Gig™ 300 50/125μm (OM3) multimode riser rated distribution cable.Make-Heinrich/Panduit/Semon
800 Mtrs
41 Supplying & Fixing of Category 6, punchdown patch panels shall terminate 4-pair, 22 – 26 AWG, 100 ohm unshielded twisted pair cable with an industry standard single wire 110 punchdown tool. Patch panels shall include a universal label coded for T568A and T568B wiring schemes and mount to 19" and 23" racks. Patch panels shall be easy to identify with pre-printed numbers, write-on areas and optional label kits .Make-Heinrich/Panduit/Semon
6 Nos.
134
42 Supplying & Fixing of Category 6 UTP patch cords shall be constructed of 24 AWG unshielded twisted pair stranded copper cable with an enhanced performance modular plug at each end. Patch cord cable shall be offered in multiple colored UTP cable for design flexibility with a clear strain relief boot on each modular plug. All patch cords shall be compatible with both T568A and T568B wiring schemes. Blue UTP Cable, 1 Meter. Make-Heinrich/Panduit/Semon
46 Nos.
43 Supply and fixing of RJ45 Connector Make-Heinrich/Panduit/Semon
100 Nos.
44 Supplying & Fixing of Enhanced Category 6, CM, 4-pair, UTP copper cable. Copper conductors are 23 AWG construction. Conductors are twisted in pairs, separated by an integrated pair divider, and protected by a flame-retardant PVC jacket. as Per Running Mtrs.Make-Heinrich/Panduit/Semon
2800 Mtrs
45 Supplying & Fixing of PVC Conduits/Channel with Accessories. as Per Running Mtrs ISI Mark
2000 Mtrs
46 Supplying & Fixing of 40mm HDPE Pipe ISI Mark 400 Mtrs 47 Supply, installation, testing and commissioning of
3.5 Mtrs MS Pole. 4 Nos.
48 Supply, installation, testing and commissioning of Rack 9U with all accessories Make- Reputed
4 Nos.
49 Supply, installation, testing and commissioning of Rack 24U with all accessories Make- Reputed
2 Nos.
50 Supply, installation, testing and commissioning of 101.6cm (40) Full HD LED Display. Make-Samsung/Panasonic/Toshiba
2 Nos.
-
TOTAL OF 7.0 CCTV SYSTEM -
-
EPABX System -
51 Supply Installation, Testing and Commissioning of Server Based EPABX Fully Computerized IP System, SIP Compliant. Multi slot 19: U Rack Mountable 2U Rack Expandable upto 1000 Ports Presently Configuration as Below Make-Avaya/ CO Line 40 Nos. PRI(30 Channel) 1 Nos. Digital Extension Circuits 16 Nos. Analog Extension Circuits 124 Nos. 32 SIP VOIP Trunk 1 Nos. Integrated Viocemail System
1 .
Nos
135
52 Supply Installation, Testing and Commissioning of 4 Level IVR software with 6 different languages and 4 time schedule with Supply Installation, Testing and Commissioning of PC(As per OEM).
1 Nos
53 Supply Installation, Testing and Commissioning of Digital Phone (32Key).
1 Nos
54 Supply Installation, Testing and Commissioning of Digital Phone (12Key).
1 Nos
55 Supply Installation, Testing and Commissioning of Digital Phone (6Key).
1 Nos
56 Supply Installation, Testing and Commissioning of Analog Speaker Phone with backlight and 4 memorable Key.
50 Nos
-
TOTAL OF 8.0 EPABX SYSTEM -
-
Access Control system -
57 Supply, installation, testing and commissioning of four reader Access Control System, Intelligent Controller support 2 Wiegand Reader Ports and eight Supervised Inputs. RM Reader Support‐four , USB Ports 3,Fire Alarm Inputs (FAI) ,Local Display (LCD) The controller should be on board TCP /IP .The Controller Should have minimum of System Memory 64 MB RAM standard; expandable to 128 MB , Controller can store 4 Lakh Card holder Access profile,Supports both direct readers and RS‐485,Make‐Lenel/Software House/CEM
2 Nos
58 Supply, installation, testing and commissioning of Access Control Board enclosure Enclosure Material 18g steel, with lock and tamper ,Expansion Includes mounting standoffs for two point expansion modules Environmental 0° to 50° C (32° to 122° F) 5 to 95% relative humidity, non‐condensing. Make‐Lenel/Software House/CEM
2 Nos
59 Supply, installation, testing and commissioning of Access Control Redear Module, Make‐Lenel/Software House/CEM
4 Nos
60 Supply, installation, testing and commissioning of Access Control Output Rating 30V AC/DC, 3A power supply & Maintenance free Batteries with 30 minutes backup Make‐Lenel/Software House/CEM
2 Nos
136
61 Supply, installation, testing and commissioning of Access Control System Server Software consisting of 16 Access Control door license,5 of Simultaneous Clients workstation License,Badging Clients License 1Nos Enabled Local Personnel Records 40000 ,Make‐Lenel/Software House/CEM
1 Nos
62 Supply, installation, testing and commissioning of integration module for Fire Control Panel, Make‐Lenel/Software House/CEM
1 Nos
63 Supply, installation, testing and commissioning of 13.56 MHz Contactless Smart Card Readers Read Range iCLASS Card : Up to 3.25" (8.9 cm) iCLASS Key/Tag : Up to 1.5" (3.8 cm) Mifare / DESFire Card (CSN) : Up to 2.0" (5.1 cm), Operating Temperature ‐31° to 150° F (‐35° to 65° C),Operating Humidity 5% to 95% relative humidity non‐condensing.Housing Material UL94 Polycarbonate Make‐HID/Morpho/Tyco
8 Nos
64 Supply, installation, testing and commissioning of 13.56 MHz contactless smart card Construction Make‐HID/Morpho/Tyco
100 Nos
65 Supply, installation, testing and commissioning of Intel® Xeon® E5 (1.6GHz/6‐core/15MB/85W) Processor 16 DiMM Slots 8GB DDR4 4 LFF (3.5inch)Non Hot Plug 1TB SATA HP Smart Array B140i Controller Ethernet 1Gb 2‐‐port 5717 Adapter HP iLO (Firmware: HP iLO 4) with 2GB NAND 1 x HP 550W NHP with Microsoft SQL server 2012R2 Standard Edition Database Make‐HP/DELL/IBM
1 Nos
66 Supply of Electromagnetic Lock, 600 lbs strength, LED Status Indicator (Sing and double leaf door) including pair of Magnetic Contact for each door position sensing for Access Control (including single and double leaf doors).Make‐Algatech/belco/Ncom
8 Nos
67 Supply , Installation ,testing and commissioning of Metalic Exit push button Make‐Algatech/belco/Ncom
8 Nos
68 Supply , Installation ,testing and commissioning of Mounting support and L brackets for installation of Lock Make‐Algatech/belco/Ncom
1 Nos
69 Supply of Mounting support and U brackets for installation of Lock( FOR Glass door) Make‐Algatech/belco/Ncom
8 Nos
70 Supply, Installation ,testing and commissioning of PVC Cable 4x1.5 sq mm Multistranded Copper
200 Mtr
137
Conductor power Cable Make‐Finolex/Lapp/Skytone
71 Supply supply, Installation ,testing and commissioning of PVC Cable 8Cx1.5sqmm Multistand shielded.Make‐Finolex/Lapp/Skytone
200 Mtr
72 Supply, instalation, testing & commissioning of 50 KW solar PV plant for solar power.
-
SPV Modules of 170 Wp or above for a total capacity 75KW @ 5 Amps/ module.
-
Structure (Modular type) MS hot dip galvanized steel
-
Field junction box (Dust and water proof) -
Main junciton box (Dust and water proof) -
Grid‐ Tie Inverter Rating (180v DC‐ input) and (415 V AC ‐ output) 75KW power rating with synchronizer & meter equipped with data logging facilities
Ground fault protection system.(included at inverter)
-
Cordless Modem, Web Box etc -
Cables (confirming to IS As per site condition) -
Lighting Arrestor -
Earthing as requirement. Shop drawing shall be prepared and submitted for approval.
-
The following are the major components of the system: ‐ Solar PV Array ‐ Array Mounting Structure ‐ Junction Box ‐ Power Conditioning Unit ‐ Data Logger ‐ Cables ‐ Bi‐Directional Meter
1180000 KW
-
GRAND TOTAL ELECTRICAL NON SCHEDULE
138
FIRE FIGHTING SYSYTEM
1 Supplying, Installation, Testing and Commissioning of Electric Driven Terrace Pump suitable for auto operation and consisting of following: complete in all respect as required.
Horizontal type, centrifugal end suction type pump of cast iron body & bronze impeller with stainless steel shaft, mechanical seal and flow of 450 Ipm at 45 Mtr head confirming to IS:1520.
Suitable HP (Minimum 5 HP) squirrel cage induction motor TEFC type suitable for operation on 415 volts ± 10%, 3 phase 50 Hz. AC with IP 55 class of protection for enclosure, horizontal foot mounted type with Class-'F' insulation, confirming to IS:325.
M.S. fabricated Common base frame, flexible coupling, coupling guard, foundation bolts and pressure gauge with valve etc. Suitable cement concrete foundation duly plastered with anti vibration pads.etc. complete as per manufacturer's design & standards and as per detailed specifications.(including all civil works)
1 Pump shall be enclosed with M.S. sheet
to protect from weather at terrace at Hostel Block
4 Jobs
2 Supplying and fixing Single Headed
Internal Hydrant Valve oblique pattern with instantaneous Stainless Steel coupling of 63 mm dia with cast iron wheel ISI marked, conforming to IS : 5290 (Type A), with 80 mm dia flanged inlet, with ABS cap and chain complete with all accessories etc. as required.
4 EACH
3 Supply, Installation, Testing and Commissioning of
100% synthetic flax canvas Non-percolating FIRE hose (Type A), I.S.I marked 63mm dia x 15m long with stainless steel male & female couplings (ISI marked) bound & riveted to hose pipes with copper rivets and copper wire as required.
6 EACH 4 Supplying and fixing Stainless Steel branch pipe
with 20mm dia nozzle conforming to IS:903. suitable for installation connections to hose coupling etc. as required.
4 EACH 5 Supplying and Fixing First Aid Hose Reel, wall
mounting swinging type complete with drum & bracket of MS construction, spray painted in Post office Red, confirming to IS 884/1995 with upto date amendments, complete with the following as
139
required.
(a) 36 Meter long 20 mm dia water hose Thermoplastic (Textile reinforced) Type - 2 as per IS : 12585
(b) 25 mm dia ball valve & nozzle. -
(c) Drum and brackets for fixing the equipments on wall.
-
(d) Connection from riser with stop valve (gun metal) & M.S. Pipe
13 Each 6 SITC weather proof M.S cabinet size
1200 mm x 2100 mm x 800mm
- Supplying, installation, testing and commissioning of
weather proof M.S cabinet size 1200 mm x 2100 mm x 800mm deep fabricated from 1.6mm thick M.S. sheets and M.S angle 40mmx40mmx6mm complete with glass, locking arrangements to accommodate the following: -
a) Gunmetal single headed Hydrant valve - 1 No.
-
b) Fire Hoses 63mm, 15 M long with accessories - 2 Nos.
-
c) Short branch - 1 No. -
d) First Aid hose Reel - 1 No. -
e) Fire Extinguisher - 2 Nos. -
f) Fireman's Axe - 1 No. -
g) Pressure Gauge - 1 No. -
The cabinet shall be painted with one coat of primer and 2 coats of synthetic enamel paint of approved shade.(including all civil works)
13 Each 7 Supplying, laying, fixing, testing and commissioning of
following sizes (NB) of ISI marked heavy class M.S. pipes including cutting, threading, welding etc. and providing all fittings e.g. elbows, reducers, clamps, hangers, supports, flanges, gaskets, nuts, bolts and washers etc. including painting of pipes and fittings with red paint over a coat of ready mixed primer, both of approved quality and shade including cutting holes and chases in brick or RCC walls/slabs and making good the same etc. complete in all respect as required.
a) 150 mm dia 130 Metre b) 100 mm dia 127 Metre c) 80 mm dia 95 Metre
140
d) 65 mm dia 54 Metre e) 25 mm dia 18 Metre 8 Supplying, Installation, Testing and Commissioning
of Butterfly valves of PN 1.6 rating of following sizes with nitrile Bronze / G.M. seat duly ISI marked and stainless steel stem with lever/gear operation and cast iron body in powder coated finish for fire fighting application complete in all respects confirming to IS: 13095 as required.
a) 150 mm dia 6 Each b) 100 mm dia 11 Each
- 9 Providing, Installation, Testing and Commissioning of
double flanged cast iron Non-Return Valve, PN 1.6 of following sizes confirming to IS : 5312 complete with rubber gasket, Gl bolts, nuts, washers etc. as required.
a) 150 mm dia 4 Each b) 100 mm dia 3 Each
10 Supplying and Fixing Orifice Plate made of 6 mm thick, upto 200 mm outer dia. stainless steel with orifice (internal dia.) of required size in between flange & landing valve of external and internal hydrant to reduce pressure to working pressure of 3.5 Kg / cm2 complete as per specifications as required.
5 Each 11 Supply, Installation, Testing and Commissioning of
150 mm dia Bourden type, Stainless Steel dial type Pressure Gauge including brass isolation valve and siphon pipe having calibration of 0 - 16 Kg / cm2
5 Each 12 Supplying and Fixing of Fire Man's axe with heavy
insulated rubber as per standard conforming to IS 926
13 Each (FIRE EXTINGUISHERS)
13 Supply, installation, testing and commissioning of ISI marked (IS:15638) portable chemical fire extinguisher, water (gas pressure) type capacity 9 litres with gun metal cap and nozzle and complete in all respects including initial fill and wall suspension brackets as required as per specifications.
13 Each
141
14 Providing and fixing fire extinguisher of carbon dioxide type consisting of brand new high pressure steel cylinder bearing IS: 15683 mark and having the approval of controller of explosives Nagpur, wheel type valve bearing IS:3224 mark internal discharge tube, 1 meter long high pressure discharge hose, non conducting horn, suspension bracket, fully charged bearing IS: making fixed to wall as directed.
4.5kg capacity cylinder 13 Each
15 Providing and fixing portable fire extinguisher, dry powder type (gas cartridge) with cylinder initially fully charged with dry powder (ABC type) of 4 Kg. complete with standard discharge valve with tube, CI bracket for wall mounting etc. conforming IS : 15683:2006
13 Each TOTAL
142
QUOTATION PERFORMA
S.No. Description % age above,
below or at par
(in figures)
Amount
A Civil work
1 TOTAL OF SCHEDULE ITEMS- CIVIL
103,016,132.10
a. NON SCHEDULE -CIVIL
B Plumbing works
2 TOTAL OF SCHEDULE ITEMS-PLUMBING
2,349,933.57
a. NON SCHEDULE-PLUMBING
C Electrical works
3 TOTAL OF SCHEDULE ITEMS – ELECTRICAL
3,752,213.00
a. NON SCHEDULE – ELECTRICAL
D Fire Fighting Works
.
TOTAL (In Words)
(Signature of Bidder) Address----------------------------- ----------------------------------------