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Tender Value
₹2.6 Cr
EMD Value
₹5.1 L
Closing Date
10 Apr 2026, 12:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
SR.DEN/HQ
16 conditions · 3 needing a document upload
The tenderer must have minimum average annual contractual turnover of V/N or V whichever is less; where V= Advertised value of the tender in crores of Rupees N= Number of years prescribed for completion of work for which bids have been invited. The average annual contractual turnover shall be calculated as an average of "total contractual payments" in the previous three financial years, as per the audited balance sheet. However, in case balance sheet of the previous year is yet to be prepared/ audited, the audited balance sheet of the fourth previous year shall be considered for calculating average annual contractual turnover. The tenderers shall submit requisite information as per Annexure-VIB, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
The balance sheet and all other financial documents attested/certified by the Chartered Accountant (CA) to substantiate fulfilment of Financial Eligibility Criteria should be with UDIN, failing which the offer shall be considered as incomplete and will be summarlly rejected without any further reference as per CE/Works/HJP letter No.ECR- HQ0ENGG(CONT)/0009/2025, dt.18.11.2025.
(a) The tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i) Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or (ii) Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or (iii) One similar work costing not less than the amount equal to 60% of advertised value of the tender. (b) (1) In case of tenders for composite works (e.g. works involving more than one distinct component, such as Civil Engineering works, S&T works, Electrical works, OHE works etc. and in the case of major bridges - substructure, superstructure etc.), tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i) Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, or (ii) Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or (iii) One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender. Note for b(1): Separate completed works of minimum required values shall also be considered for fulfillment of technical eligibility criteria for different components. (b)(2)In such cases, what constitutes a component in a composite work shall be clearly pre-defined with estimated tender cost of it, as part of the tender documents without any ambiguity. (b) (3) To evaluate the technical eligibility of tenderer, only components of work as stipulated in tender documents for evaluation of technical eligibility, shall be considered. The scope of work covered in other remaining components shall be either executed by tenderer himself if he has work experience as mentioned in clause 7 of the Standard General Conditions of Contractor through subcontractor fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract or jointly i.e., partly himself and remaining through subcontractor, with prior approval of Chief Engineer in writing. However, if required in tender documents by way of Special Conditions, a formal agreement duly notarised, legally enforceable in the court of law, shall be executed by the main contractor with the subcontractor for the component(s) of work proposed to be executed by the subcontractor(s), and shall be submitted along with the offer for considering subletting of that scope of work towards fulfilment of technical eligibility. Such subcontractor must fulfill technical eligibility criteria as follows: The subcontractor shall have successfully completed at least one work similar to work proposed for subcontract, costing not less than 35% value of work to be subletted, in last 5 years,ending last day of month previous to the one in which tender is invited through a works contract. Note: for subletting of work costing up to Rs 50 lakh, no previous work experience of subcontractor shall be asked for by the Railway.
In case after award of contract or during execution of work it becomes necessary for contractor to change subcontractor, the same shall be done with subcontractor(s) fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract, with prior approval of Chief Engineer in writing. Note for Item 10.1: Work experience certificate from private individual shall not be considered. However, in addition to work experience certificates issued by any Govt. Organisation, work experience certificate issued by Public listed company having average annual turnover of Rs 500 crore and above in last 3 financial years excluding the current financial year, listed on National Stock Exchange or Bombay Stock Exchange, incorporated/registered at least 5 years prior to the date of closing of tender, shall also be considered provided the work experience certificate has been issued by a person authorized by the Public listed company to issue such certificates. In case tenderer submits work experience certificate issued by public listed company, the tenderer shall also submit along with work experience certificate, the relevant copy of work order, bill of quantities, bill wise details of payment received duly certified by Chartered Accountant, TDS certificates for all payments received and copy of final/last bill paid by company in support of above work experience certificate.
Defination of Similar Work :- Building works / Any work involving PCC/RCC.
50 conditions · 14 needing a document upload
The tenderers other than Company/Proprietary firm, shall submit Annexure V(A). Annexure -V(A) shall also be submitted by the each member of a Partnership Firm /Joint Venture(JV)/Hindu Undivided Family (HUF)Limited Liability Partnership (LLP) etc. as the case may be. Non submission of above certificate(s) by the bidder shall result in summarily rejection of his/their bid. It shall be mandatorily incumbent upon the tenderer to identify, state and submit the supporting documents duly self-attested/digitally signed by which they/he are/is qualifying the Qualifying Criteria mentioned in the Tender Document.
The following documents should be specified for submission along with tender:
Please enter the percentage of local content in the material being offered. Please enter 0 for fully imported items, and 100 for fully indigenous items. The definition and calculation of local content shall be in accordance with the Make in India policy as incorporated in the tender conditions.
Please submit bank details of the firm individual JV/partnership etc. i.e. name of the bank along with bank branch code, account number, IFSC code, PAN number and other necessary & relevant documents.
List of completed works being submitted for fulfilment of eligibility criteria for similar nature of work must give description of work,, organization for whom executed, approximate value of contract at the time of award, date of award and date of scheduled completion of work, date of actual start, actual date of completion and final vaule of contract at the time of bill finalisation should also be given.
Please enter the percentage of local content in the material being offered. Please enter 0 for fully imported items, and 100 for fully indigenous items. The definition and calculation of local content shall be in accordance with the Make in India policy as incorporated in the tender conditions.
Letter of credit as mode of payment in works tenders or service tenders is available. If is an option for the contractor to take payment from Railways through a letter of credit (LC) arrangement. The details letter of credit as annexure B is available at document section
The tenderer whether sole proprietor / a company or a partnership firm / joint venture (JV) / registered society / registered trust / HUF etc if they want to act through agent or individual partner(s), should submit along with the tender, a copy of power of attorney duly stamped and authenticated by a Notary Public or by Magistrate in favour of the specific person whether he/they be partner(s) of the firm or any other person specifically authorizing him/them to submit the tender, sign the agreement, receive money, co-ordinate measurements through contractor's authorized engineer, witness measurements, sign measurement books, compromise, settle, relinquish any claim(s) preferred by the firm and sign "No Claim Certificate" and refer all or any disputes to arbitration.
The above power of attorney shall be submitted even if such specific person is authorized for above purposes through partnership deed / Memorandum of Understanding / Article of Association or such other document, failing which tender is liable to be rejected.
Documents to be Submitted Along with Tender (i) The tenderer shall clearly specify whether the tender is submitted on his own (Proprietary Firm) or on behalf of a Partnership Firm / Company / Joint Venture (JV) / Registered Society / Registered Trust / Hindu Undivided Family (HUF) / Limited Liability Partnership (LLP) etc. The tenderer(s) shall enclose the attested copies of the constitution of their concern, and copy of PAN Card along with their tender. Tender Documents in such cases are to be signed by such persons as may be legally competent to sign them on behalf of the firm, company, association, trust or society, as the case may be. (ii) Following documents shall be submitted by the tenderer:
Following documents shall be submitted by the tenderer in case of Sole Proprietorship Firm: (i) All documents in terms of Para 10 of the Tender Form (Second Sheet of GCC-2022).
Following documents shall be submitted by the tenderer in case of HUF: (i) A copy of notarized affidavit on Stamp Paper declaring that he who is submitting the tender on behalf of HUF is in the position of 'Karta' of Hindu Undivided Family (HUF) and he has the authority, power and consent given by other members to act on behalf of HUF. (ii) All other documents in terms of Para 10 of the Tender Form (Second Sheet of GCC- 2022).
Following documents shall be submitted by the tenderer in case of Company registered under Companies Act 2013: (i) The copies of MOA (Memorandum of Association) / AOA (Articles of Association) of the company (ii) A copy of Certificate of Incorporation (iii) A copy of Authorization/Power of Attorney issued by the Company (backed by the resolution of Board of Directors) in favour of the individual to sign the tender on behalf of the company and create liability against the company. (iv) All other documents in terms Para 10 of the Tender Form (Second Sheet of GCC-2022).
Following documents shall be submitted by the tenderer in case of LLP (Limited Liability Partnership): (i) A copy of LLP Agreement (ii) A copy of Certificate of Incorporation (iii) A copy of Power of Attorney/Authorization issued by the LLP in favour of the individual to sign the tender on behalf of the LLP and create liability against the LLP. (iv) An undertaking by all partners of the LLP that they are not blacklisted or debarred by Railways or any other Ministry / Department of the Govt. of India from participation in tenders / contracts as on the date of submission of bids, either in their individual capacity or in any firm/LLP or JV in which they were / are partners/members. Concealment / wrong information in regard to above shall make the contract liable for determination under Clause 62 of the Standard General Conditions of Contract. (v) All other documents in terms of Para 10 of the Tender Form (Second Sheet of GCC-2022).
The tenderer shall clearly specify that the tender is submitted on behalf of a partnership firm. The following documents shall be submitted by the partnership firm, with the tender: (i) A notarized copy of the Partnership Deed or a copy of the Partnership deed registered with the Registrar. (ii) A notarized or registered copy of Power of Attorney in favour of the individual to tender for the work, sign the agreement etc. and create liability against the firm. (iii) An undertaking by all partners of the partnership firm that they are not blacklisted or debarred by Railways or any other Ministry / Department of the Govt. of India from participation in tenders / contracts as on the date of submission of bids, either in their individual capacity or in any firm/LLP in which they were / are partners/members. Any Concealment / wrong information in regard to above shall make the bid ineligible or the contract shall be determined under Clause 62 of the Standard General Conditions of Contract. (iv) All other documents in terms of Para 10 of the Tender Form (Second Sheet of GCC-2022).
Following documents shall be submitted by the tenderer in case of Registered Society & Registered Trust (i) A copy of Certificate of Registration (ii) A copy of Memorandum of Association of Society/Trust Deed (iii) A copy of Power of Attorney in favour of the individual to sign the tender documents and create liability against the Society/Trust. (iv) A copy of Rules & Regulations of the Society (v) All other documents in terms of Para 10 of the Tender Form (Second Sheet of GCC-2022).
The Railway reserves the right to verify all statements, information and documents submitted by the bidder in his tender offer, and the bidder shall, when so required by the Railway, make available all such information, evidence and documents as may be necessary for such verification. Any such verification or lack of such verification, by the Railway shall not relieve the bidder of its obligations or liabilities hereunder nor will it affect any rights of the Railway there under.
In case of any information submitted by tenderer is found to be false, forged or incorrect after the award of contract, the contract shall be terminated. Bid Security, Performance Guarantee and Security Deposit available with the railway shall be forfeited. In addition, other dues of the contractor, if any, under this contract shall be forfeited and agency shall be banned for doing business for a period of upto five years.
The following documents should be specified for submission along with tender:
List of Personnel, Organization available on hand and proposed to be engaged for the subject work.
List of plant Machinery available on hand own and proposed to be inducted own hired to be given separately for the subject work.
List of works on hand indicating description of work, contract value, and approximate value of balance work yet to be done and date of award.
Bid Security : (1) (a) The tenderer shall be required to submit the Bid Security with the tender for the due performance with the stipulation to keep the offer open till such date as specified in the tender, under the conditions of tender. The Bid Security shall be as under: (a) For works estimated to cost up to 1 crore - 2% of the estimated cost of the work (b)For works estimated to cost more than 1 crore - 2 lakh plus ½% (half percent) of the excess of the estimated cost of work beyond 1 crore subject to a maximum of 1 crore Note: (i) The Bid Security shall be rounded off to the nearest 100. This Bid Security shall be applicable for all modes of tendering. (ii) Any firm recognized by Department of Industrial Policy and Promotion (DIPP) as 'Startups' shall be exempted from payment of Bid Security detailed a b o v e . (iii) Labour Cooperative Societies shall submit only 50% of above Bid Security detailed above. (b) It shall be understood that the tender documents have been issued to the tenderer and the tenderer is permitted to tender in consideration of stipulation on his part, that after submitting his tender he will not resile from his offer or modify the terms and conditions thereof in a manner not acceptable to the Engineer. Should the tenderer fail to observe or comply with the said stipulation, the aforesaid amount shall be liable to be forfeited to the Railway. (c) If his tender is accepted, this Bid Security mentioned in sub para (a) above will be retained as part security for the due and faithful fulfillment of the contract in terms of Clause 16 of the Standard General Conditions of Contract. The Bid Security of other Tenderers shall, save as herein before provided, be returned to them, but the Railway shall not be responsible for any loss or depreciation that may happen thereto while in their possession, nor be liable to pay interest thereon. (2) The Bid Security shall be deposited either in cash through e-payment gateway or submitted as Bank Guarantee bond from a scheduled commercial bank of India or as mentioned in tender documents. The Bank Guarantee bond shall be as per Annexure VIA of GCC- 2022 and shall be valid for a period of 90days beyond the bid validity period.
For those conditions for which standard formats have been given in the uploaded document titled-Formats for uploading of various format. The information should only be submitted in these standard formats.
Rates are inclusive of all taxes/octroi, license fee, royalty charges etc. legally leviable by State, Central Govt. and/or any other local authority.
In addition to General condition of contract 2022 and Indian Railways Unified standard specification Works Materials Volume I II 2010, revised upto date, special condition attached shall also apply.
Taxes as per GST (1st july2017), Royalty etc. will be recovered as per extant instruction on the subject.
Note for Commercial compliance :-
In case of items 3 and 11 of Commercial Compliance, supportive documents/certificates from the organizations with whom they worked/are working should be enclosed.
Certificates from private individuals for whom such works are executed being executed is not acceptable.
For Standard Financial criteria and Standard Technical criteria - Tenderers are required to submitted authenticated certificate along with the tenders from officers of government or semi- government/public sector undertakings under whom the work has been executed indicating there in the name of work executed, value of works/payment details and period during which completed. Such certificates should have signature and seal of the concerned officer. In the absence of such certificate the tender may not be considered.
BOOKS OF REFERENCE: These tender documents are to be read with the followings books with versions updated/corrected/modified up to the date of tender opening: 1) Standard General Conditions of Contract April 2022 as amended by updated correction slips termed GCC 2022. 2)E.C.Railway Engineering department unified standard schedule or rates 2021 as amended by updated correction slips (termed USSOR, 2021) up to the date of tender dropping.3) DSR 2021 version 2 4) Standard specifications contained in Indian Railways Hand Book Specifications (works and materials)2010. These four books are where-in-after called the "Books of reference" and shall govern this tender as well as the contract resulting from the acceptance from this tender, to the extent that these contents do not conflict with the contains of the various chapters pd these documents.
Tenderer are advised to visit the site of work to ascertain all respect of the site condition viz accessibility, availability of approach road, nature of the soil, availability of material availably of labor etc. that may be encountered in course of execution of work.
Tenderer should see the website for the corrigendum/addendum to the NIT/tender document, if any that may be uploaded prior to tender opening (inclusive) as there will not be any separate communication for that.
The contractor shall observe all the formalities perform all the acts and abide by all the provision contained in the contract labour act-1970 and contract labor central rule , 1971 which in addition to other stipulations provided that the contractors shall obtained license from appropriate licensing officer of the area before commencement of the work and shall produced a copy thereof along with the original to the railway office, which will be returned to the contractor after variation.
If any complaint is received against the contractor regarding violation of contract laws( exposing principal employee to the risk of legal proceedings under labour laws), the guilty contractor will be black listed and their contract shall be terminated following the due procedure apart from initiating criminal proceeding against him with the help of labour department officials.(Authority : RB letter No. 2008/(LI)E/AT/CNR/3, dated: 24.01.2018)
It is responsibility of the tenderer to see corrigendum, if any, to tender notice up to the date of tender opening. IRSGCC-2022( Works Matter) uploaded for reference only. Any correction issued by competent authority up to date of opening will be applicable. Tender should quote accordingly.
Though no minimum eligibility criteria is specified for tender value upto Rs. 50 Lakhs, tenderers are advised to upload documents so their financial capacity, capability & past performance to execute the tendered work can be adjudged during evaluation of their offer. Documents testifying tenderer previous experiences for the type of job for which tender is invited with list of works carried out in the past and financial status should be produced along with the tender.
It is to be noted that tenderer digital signature on the E-tender form will be considered as confirmation that tenderer have read and accepted all the condition laid down in the documents as well as related specification of items, schedule & quantity of items in the tender, considering of techno-commercial offer form (including special condition attached to E-tender) and financial offer form, unless specific deviation is quoted in the techno- commercial offer form.
The tenderer has to submit necessary document in compliance of clause 10 to 18 (Part-II) of IRSGCC 2022(Works Matter) mandatorily, otherwise offer will be considered as incomplete offer and accordingly shall not be considered.
In reference to Sl No.2 above, any changes in rate of taxes or any new tax of cess on works contract will be dealt according to Clause 37 of IRSGCC-2022 Works Matter.
JOINT VENTURE will not be permitted for this tender.
Any conditional offer will be summarily rejected.
Development of Multipurpose Conference hall at Danapur under ADEN/HQ/DNR.
W7ETENDER30OPENDNR25-26-9
W7ETENDER30OPENDNR25-26-9
Open
Works - General
8 Months
Patna, Bihar
₹0
₹5.1 L
10 Apr 2026
18 Mar 2026
27 Mar 2026
112 items across 1 schedule · ₹3,19,83,960.13 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. | cum | 500 | 411.3 | 2,05,650 |
| 2 | All kinds of soil | cum | 500 | 205.45 | 1,02,725 |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 300 | 2,161.2 | 6,48,360 |
| 4 | 1:1.5:3 (1 Cement: 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 150 | 7,783.65 | 11,67,547.5 |
| 5 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 30 | 6,833.4 | 2,05,002 |
| 6 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 150 | 7,945.65 | 11,91,847.5 |
| 7 | cum | 350 | 10,719.3 | 37,51,755 | |
| 8 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 300 | 307.95 | 92,385 |
| 9 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 1000 | 766.55 | 7,66,550 |
| 10 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 300 | 608.35 | 1,82,505 |
| 11 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 300 | 804.25 | 2,41,275 |
| 12 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 100 | 814.95 | 81,495 |
| 13 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 5000 | 89.65 | 4,48,250 |
| 14 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 25000 | 89.65 | 22,41,250 |
| 15 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 50 | 6,658.25 | 3,32,912.5 |
| 16 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 250 | 8,512.1 | 21,28,025 |
| 17 | Cement mortar 1:3 (1 cement :3 coarse sand) | Sqm | 200 | 1,043.1 | 2,08,620 |
| 18 | Granite stone of any colour and shade | Sqm | 300 | 2,675.7 | 8,02,710 |
| 19 | Area of slab upto 0.50 sqm | Sqm | 100 | 4,679.35 | 4,67,935 |
| 20 | Area of slab over 0.50 sqm | Sqm | 100 | 4,425.35 | 4,42,535 |
| 21 | 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. | Sqm | 400 | 1,063.45 | 4,25,380 |
| 22 | Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including: (a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design. (b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc. (c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, 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 curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium item.s The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. | Sqm | 300 | 4,474.2 | 13,42,260 |
| 23 | Sal wood | cum | .15 | 1,06,720.85 | 16,008.13 |
| 24 | Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4mm wide aperture with matching wood beading | Sqm | 35 | 1,521.6 | 53,256 |
| 25 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 30 | 2,818.5 | 84,555 |
| 26 | Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. | Each | 10 | 1,025.65 | 10,256.5 |
| 27 | 300x16 mm | Each | 20 | 260.3 | 5,206 |
| 28 | 300x10 mm | Each | 10 | 117.65 | 1,176.5 |
| 29 | 75 mm | Each | 10 | 46.3 | 463 |
| 30 | Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame. | Metre | 35 | 702.6 | 24,591 |
| 31 | 30 mm thick Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames. | Sqm | 20 | 3,496.75 | 69,935 |
| 32 | 12mm thick commercial ply conforming to IS : 1328 BWR type | Sqm | 50 | 1,084.6 | 54,230 |
| 33 | Providing and Fixing factory made uPVC door frame, made of uPVC exturded sections, of size 65 mm x 55 mm with wall thickness 2.0 mm (+/- 0.2 mm), corners of the door frame to be mitred cut and jointed with plastic brackets and stainless steel screws, reinforcing hinge side vertical of the frames with PVC profile of Size 28 mm x 30 mm having wall thickness 2 mm (+/-0.2 mm), including providing & fixing 3 nos of 125 mm long stainless steel hinges to the frame, fixing the frame with jamb with required number & size of anchor dash fastners, all complete as per manufacturer's specification and direction of Engineer-in-charge. | Metre | 12 | 545.6 | 6,547.2 |
| 34 | Casement door with top hung ventilator with 3D and S.S. friction hinges (400 x 19 x 1.9 mm) made of (big series) frame 67 x 64 mm, sash 67 x 110 mm & mullion 67 x 80 mm all having wall thickness of 2.3 +/-. 0.2 mm and single glazing bead / double glazing bead of appropriate dimension.(Area of door upto 2.50 sqm) | Sqm | 6 | 10,451.95 | 62,711.7 |
| 35 | Three track three panels sliding window with fly proof SS wire mesh (Two nos. glazed & one no. wire mesh panels) made of (small series) frame 92 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 +/- 0.2 mm and single glazing bead of appropriate dimension (Area of window upto 1.75 sqm). | Sqm | 60 | 10,030.3 | 6,01,818 |
| 36 | Providing and fixing panelling or paneling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows ( area of opening for panel inserts excluding portion inside grooves or rebated to be measured). Panelling for panelled and glazed shutters 25mm to 40mm thick: Pre- laminated with decorative lamination on both side exterior Grade - I MDF Board 12 mm thick confirming to IS:14587 | Sqm | 700 | 1,693.3 | 11,85,310 |
| 37 | 18 mm thick. | Sqm | 100 | 1,834.45 | 1,83,445 |
| 38 | Providing and fixing glazing in fire resistant door shutters, fixed panels & partitions etc., with G.I. beading made out of 1.6 mm thick G.I. sheet (zinc coating not less than 120 gm/sqm) of size 20 x 33 mm screwed with M4 x 38 mm SS screws at distance 75 mm from the edges and 150 mm c/c , including applying a coat of approved fire resistant primer/powder coating of not less than 30 micron on G.I. beading, & special ceramic tape of 5 x 20 mm size etc complete in all respect as per NBC 2016, IS 16231 (Part 3):2016 and as per direction of Engineer-in- charge with glass of required thickness having 120 minutes of fire resistance both integrity & radiation control (EW120) and minimum 20 minutes of insulation (EI20). The manufacturer have to give test report/certification of fire glass and the glass should have the stamp showing the value of E, EW & EI. The glass shall be tested in approved NABL accredited lab or by any other accreditation body which operates in accordance with ISO/IEC 17011 and accredits labs as per ISO/IEC 17025 for testing and calibration scopes shall be eligible. The maximum glazing size shall not be more than 1100x2200 mm (w x h) or 2.42 sqm. | Sqm | 5 | 39,995.8 | 1,99,979 |
| 39 | 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. | Kg | 2000 | 111.95 | 2,23,900 |
| 40 | Hot finished welded type tubes | Kg | 2000 | 154.9 | 3,09,800 |
| 41 | Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete. | Each | 20 | 185.95 | 3,719 |
| 42 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 1000 | 142.3 | 1,42,300 |
| 43 | 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.). | Kg | 1200 | 612.25 | 7,34,700 |
| 44 | Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with local sand, with common burnt clay non modular bricks. | Sqm | 150 | 733.3 | 1,09,995 |
| 45 | Dark shade pigment using ordinary cement | Sqm | 100 | 983.95 | 98,395 |
| 46 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sq.m including pointing the joints with white cement and matching pigments etc., complete. | Sqm | 50 | 1,107.05 | 55,352.5 |
| 47 | Size of Tile 800 x 1600 mm | Sqm | 2000 | 1,681.35 | 33,62,700 |
| 48 | Size of Tile 600 x 600 mm | Sqm | 100 | 1,311.05 | 1,31,105 |
| 49 | Providing and fixing glazed screen printed border tile 75mm wide having thickness 5mm, of approved quality & make, in all shades, design and prints, in dado, over 12mm thick bed of cement mortar 1:3 (1 Cement : 3 Coarse sand) and jointing with grey cement slurry @ 3.3 kg/sqm including pointing with white cement mixed with pigment of matching shade, all complete as approved by Engineer - in - Charge | Metre | 300 | 169.4 | 50,820 |
| 50 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 200 | 3,908.8 | 7,81,760 |
| 51 | 110 mm diameter | Metre | 100 | 319.75 | 31,975 |
| 52 | 110x110x110 mm | Each | 10 | 205.45 | 2,054.5 |
| 53 | 110x110x110 mm | Each | 10 | 190.75 | 1,907.5 |
| 54 | 110 mm bend | Each | 10 | 132 | 1,320 |
| 55 | 110 mm | Each | 50 | 309.5 | 15,475 |
| 56 | 12.5 mm thick tapered edge gypsum moisture resistant board | Sqm | 200 | 1,300.5 | 2,60,100 |
| 57 | 2 mm thick corrugated (2.5" or 4.2" or 6") or step-down (2" or 3" or 6" ) as specified | Sqm | 100 | 1,179.25 | 1,17,925 |
| 58 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in- charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | Sqm | 200 | 671.55 | 1,34,310 |
| 59 | Gutter (600 mm over all girth) | Metre | 50 | 1,110.6 | 55,530 |
| 60 | 1:6 (1 cement: 6 fine sand) | Sqm | 1000 | 282 | 2,82,000 |
| 61 | 1:3 (1 cement: 3 fine sand) | Sqm | 200 | 374.15 | 74,830 |
| 62 | 1:3 (1 cement : 3 fine sand) | Sqm | 650 | 253.05 | 1,64,482.5 |
| 63 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 1000 | 214.3 | 2,14,300 |
| 64 | New work (two or more coats) over and including water thinnable priming coat with cement primer | Sqm | 800 | 162.55 | 1,30,040 |
| 65 | Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm | Sqm | 1500 | 158.95 | 2,38,425 |
| 66 | Two or more coats on new work | Sqm | 200 | 131.45 | 26,290 |
| 67 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 100 | 2,007.1 | 2,00,710 |
| 68 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | cum | 50 | 2,928.1 | 1,46,405 |
| 69 | In cement mortar | cum | 100 | 1,698.45 | 1,69,845 |
| 70 | Of area 3 sq. metres and below | Each | 10 | 302.7 | 3,027 |
| 71 | For thickness of tiles 10 mm to 25 mm | Sqm | 1000 | 60.5 | 60,500 |
| 72 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 2 | 5,781.35 | 11,562.7 |
| 73 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 3 | 5,540.55 | 16,621.65 |
| 74 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 2 | 2,275 | 4,550 |
| 75 | 510x1040 mm bowl depth 250 mm | Each | 2 | 6,008.45 | 12,016.9 |
| 76 | Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. (a) 15 mm nominal dia | Each | 6 | 6,119.15 | 36,714.9 |
| 77 | Providing and fixing floor mounted, white vitreous china single piece, double traps syphonic water closet of approved brand/make, shape, size and pattern including integrated white vitreous china cistern of capacity 10 litres with dual flushing system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts and gasket etc including making connection with the existing P/S trap, complete in all respect as per directions of Engineer-in-Charge. | Each | 4 | 16,100.4 | 64,401.6 |
| 78 | 20 mm nominal dia Pipes | Metre | 150 | 513.75 | 77,062.5 |
| 79 | 25 mm nominal dia Pipes | Metre | 100 | 370.65 | 37,065 |
| 80 | 50 mm nominal dia Pipes | Metre | 100 | 811.85 | 81,185 |
| 81 | 15 mm dia nominal bore | Metre | 100 | 304.15 | 30,415 |
| 82 | 20 mm dia nominal bore | Metre | 100 | 373.35 | 37,335 |
| 83 | 25 mm dia nominal bore | Metre | 100 | 491.2 | 49,120 |
| 84 | 25 mm dia nominal bore | Metre | 99.98 | 417.95 | 41,786.64 |
| 85 | 25 mm nominal bore | Each | 10 | 532.35 | 5,323.5 |
| 86 | 50 mm nominal bore | Each | 10 | 878.25 | 8,782.5 |
| 87 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 | Each | 4 | 10,102.5 | 40,410 |
| 88 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 | Each | 2 | 24,388.85 | 48,777.7 |
| 89 | 25 mm nominal bore | Each | 10 | 369.35 | 3,693.5 |
| 90 | 50 mm nominal bore | Each | 10 | 706.7 | 7,067 |
| 91 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 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. | Litre | 2000 | 9.7 | 19,400 |
| 92 | 15 mm nominal bore | Each | 5 | 715.05 | 3,575.25 |
| 93 | 15 mm nominal bore | Each | 10 | 594.75 | 5,947.5 |
| 94 | 15mm nominal bore | Each | 10 | 500.35 | 5,003.5 |
| 95 | 300 mm dia. R.C.C. pipe | Metre | 40 | 902.05 | 36,082 |
| 96 | 600 mm dia. R.C.C. pipe | Metre | 50 | 2,098.1 | 1,04,905 |
| 97 | 300 mm dia piles | Metre | 200 | 2,560.9 | 5,12,180 |
| 98 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 100 | 1,325.55 | 1,32,555 |
| 99 | With stainless steel cover plate minimum 1.25 mm thickness | Each | 5 | 2,448.85 | 12,244.25 |
| 100 | Providing and fixing powder coated aluminium work (minimum thickness of powder coating 50 micron) consisting of tee/ angle sections, of approved make conforming to IS : 733 in frames of false ceiling including aluminium angle cleats with necessary C.P. brass/ stainless steel sunk screws, aluminium perimeter angles fixed to wall with stainless steel rawl plugs @ 450 mm centre to centre and fixing the frame work to G.I. level adjusting hangers 6 mm dia. with necessary cadmium plated machine screws all complete as per approved architectural drawings and direction of the Engineer-in-charge (level adjusting hangers, ceiling cleats and expansion hold fasteners to be paid for separately). | Kg | 200 | 674.6 | 1,34,920 |
| 101 | Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor 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). | Sqm | 49.99 | 4,540.7 | 2,26,989.59 |
| 102 | 300 mm dia | Metre | 150 | 592.05 | 88,807.5 |
| 103 | 100 mm nominal size dia | Metre | 76.84 | 553.2 | 42,507.89 |
| 104 | 150 mm nominal size dia | Metre | 36.58 | 668.5 | 24,453.73 |
| 105 | 100 mm nominal size dia | Metre | 36.58 | 579.95 | 21,214.57 |
| 106 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | cum | 5 | 1,302.3 | 6,511.5 |
| 107 | Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer- in-charge. | Hour | 47.99 | 916.8 | 43,997.23 |
| 108 | 150 mm dia | Each | 1 | 210.75 | 210.75 |
| 109 | 100 mm clamp | Each | 20 | 1,522.5 | 30,450 |
| 110 | 100 mm dia | Each | 1 | 228.25 | 228.25 |
| 111 | Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-charge. Note:- ( 1 ) The elevational area of the scaffolding shall be measured for payment purpose. (2) The payment will be made once only for execution of all items for such works. | Sqm | 600 | 285 | 1,71,000 |
| 112 | With 15 mm thick fully perforated square/butt edge light weight calcium silicate panels/ tiles | Sqm | 500 | 2,748.85 | 13,74,425 |
| Schedule total | ₹3,19,83,960.13 | ||||
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CorrigenduminGCCforGST.pdf
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