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Tender Value
₹27.2 Cr
EMD Value
₹15.1 L
Closing Date
11 Mar 2026, 3:00 pmClosed
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
SR.DEN/CO
26 conditions · 15 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. In this reference, fourth previous year shall be considered only if bidder(s) give their consent in Annexure VIB as "previous year is yet to be prepared/ audited". 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. Criteria with explanation & Format are attached as a link. ( Click here to download Format)
(a) Attested Certificates(s) issued by Executive or Nominated Authority of the government Departments or Semi-Government/Public Sector Undertakings for the value of the work done for them during the qualifying period including current financial year certifying the bill amounts paid Agreement-wise and Date-wise or attested photo copy of such certificate. Such certificates will be accepted only from Govt. / Govt. bodies / PSUs authorities. Certificates issued by Private Bodies will not be considered.
NOTE: (i) Financial Year shall normally, be reckoned as 1st April to 31st March of the Next Year. However, for Turnover Criteria, the Financial Year as applicable to the Company /Tenderer is to be considered, if it defers from the above. (ii) Current Financial year is reckoned as the incomplete Financial year in which the date of tender submission falls. (iii) Chartered Accountant statements duly indicating yearly receipts will not be considered until and unless backed by Audited Balance Sheets or Provisional Balance sheet. (iv) If the tender is not accompanied by the certificate(s) in support of financial eligibility as above, the tender shall be rejected. No post-tender correspondence will be entertained.
If JV firms are allowed to participate; Financial eligibility of the JV Firm shall be adjudged based on satisfactory fulfillment of the Para No.17.15.2 of J.V guide lines of IRSGCC April - 2022 [with up to date correction slip]
(a) The tenderer must have successfully completed or substantially completed any of the following during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or One similar work costing not less than the amount equal to 60% of advertised value of the tender.
Tenderer shall carefully read clause No. 10 including clause no. 10.1 to 10.5 of IRGCC April 2022.
The total value of similar nature of work completed during the qualifying period and not the payments received within qualifying period alone, shall be considered. In case, final Bill of similar nature of work has not been passed and final measurements have not been recorded, the paid amount including statutory deductions will be considered. If final measurements have been recorded and work has been completed with negative variation, then also the paid amount including statutory deductions will be considered. However, if final measurements have been recorded and work has been completed with positive variation but variation has not been sanctioned, original agreement value or last sanctioned agreement value whichever is lower shall be considered for judging eligibility.
In case JV firms are allowed to participate, Technical Eligibility of the JV Firm shall be adjudged based on satisfactory fulfillment of the Para No.17.15.1 of J.V. guide lines of IRSGCC April-2022 [read with up to date correction slip].
The value of work completed will not include the cost of any materials issued free of cost by the Railway/ Department concerned. Price Variation amount, if any; if indicated / incorporated in the experience certificate will also be considered towards eligibility.
Work experience certificate from private individual shall not be considered. However, in addition to work experience certificates issued by any Govt. Organization, 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.
The work experience certificate shall be in the name and style of the tenderer participating or as per provisions under Clause 17.15 of GCC April-2022 for JV Firm, if eligible to participate. [with up to date correction slip]
The work experience certificate shall be issued by an officer not below the rank of JA Grade or Bill passing Officer in Railways and Bill passing Officer/Executive In-charge of work in other Govt. / Govt. bodies / PSUs. The certificate should bear the signature and seal of the issuing officer, name of the department etc. 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.
10. Eligibility Criteria: 10.1 Technical Eligibility Criteria: (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 predefined 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.
Similar nature of work:- "Any type of civil work viz. building up to G+4 and structures work, pipe lines, underground and overhead tanks, foundation treatment works in any railway embankment/cutting, any earth work, cover over platform, bore wells, level crossing works including lifting barriers, cement concrete apron works."
81 conditions · 9 needing a document upload
(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) documents shall be submitted according to clause 14 of IRGCC 2022:
Manual tenders, supporting documents etc., sent by Post/FAX/Courier or in Person SHALL NOT BE ACCEPTED.
All requisite documents are to be properly submitted online only and the bidders should ensure that the content of the documents uploaded is distinctly legible /readable
CORRIGENDUM NOTICE ON IREPS: Railway may modify the tender document by issuing online corrigendum through "www.ireps.gov.in" 15 days prior to the tender closing date. For the purpose of CORRIGENDUM in the tender, NIT period is splitted as under: (a) ADVERTISEMENT PERIOD: The time during which all information pertaining to tender shall be available but offers cannot be submitted (b) OFFER SUBMISSION PERIOD: 15 days prior to closing of tender, during which tenderers can submit their offer.
No Technical and Financial credentials are required for tenders having value up to Rs 50 lakh. For tenders valuing more than Rs. 50.00 lakh: The offer of Tenderer(s) who do not enclose Experience Certificate & Turnover Certificate with requisite details, and supporting documents along with their Tender to establish their credentials shall be summarily rejected, even though they are working contractors or contractors on approved list.
The offer shall be evaluated only from the certificates/documents submitted along with the tender offer.
Any Certificate /Documents offered / submitted /received after the tender opening shall not be given any credit and shall not be considered.
Attestation of documents may be self attested or attested by a Gazetted Officer.
Railway reserves the right to verify the authenticity of the documents/information furnished
IRSGCC para 6.0 of part-I (a)(ii) Tenderers will examine the various provisions of The Central Goods and ServicesTax Act, 2017(CGST)/ Integrated Goods and Services Tax Act, 2017(IGST)/ Union Territory Goods and Services Tax Act, 2017(UTGST)/ respective state's State Goods and Services Tax Act (SGST) also, as notified by Central/State Govt.& as amended from time to time and applicable taxes before bidding. Tenderers will ensure that full benefit of Input Tax Credit (ITC) likely to be availed by them is duly considered while quoting rates. (a)(iii) The successful tenderer who is liable to be registered under CGST/IGST/UTGST/SGST Act shall submit GSTIN along with other details required under CGST/IGST/ UTGST /SGST Act to railway immediately after theaward of contract, without which no payment shall be released to the Contractor. The Contractor shall be responsible for deposition of applicable GST to the concerned authority. (a)(iv) In case the successful tenderer is not liable to be registered under CGST/IGST/UTGST/ SGST Act, the railway shall deduct the applicable GST from his/their bills under reverse charge mechanism (RCM) and deposit the same to the concerned authority. (b) When work is tendered for by a firm or company, the tender shall be signed by the individual legally authorized to enter into commitments on their behalf. (c) The Railway will not be bound by any power of attorney granted by the tenderer or by changes in the composition of the firm made subsequent to the execution of the contract. It may, however, recognize such power of attorney and changes after obtaining proper legal advice, the cost of which will be chargeable to the Contractor.
Increase/decrease of TAXES: if rates of existing GST or cess on GST for Works Contract is increased or any new tax /cess on Works Contract is imposed by Statute after the date of opening of tender but within the original date of completion/date of completion extended under clause 17 & 17A and the Contractor thereupon properly pays such taxes/cess, the Contractor shall be reimbursed the amount so paid. Further, if rates of existing GST or cess on GST for Works Contract is decreased or any tax/cess on Works Contract is decreased / removed by Statute after the date of opening of tender, the reduction in tax amount shall be recovered from Contractor's bills/Security Deposit or any other dues of Contractor with the Government of India.
Fixed Deposit Receipts (FDRs) submitted after award of tender towards Security Deposit/Performance Guarantee should be with automatic renewal facility only.
Tenderer(s) shall note that conditional/alternate offer will not be considered and will summarily be rejected, even though such condition makes them as the lowest tenderer.
Shramik kalyan While processing payment of any 'On Account Bill' or 'Final Bill' or release of 'Advances' or 'Performance Guarantee / Security deposit', contractor shall submit a certificate to the Engineer or Engineer's representatives that "I have uploaded the correct details of contract labours engaged in connection with this contract and payments made to them during the wage period in Railway's Shramikkalyan portal at 'www.shramikkalyan.indianrailways.gov.in' till ____Month, ____Year.
Date of inviting tender shall be the date of publishing tender notice on IREPS website if tender is published on website or the date of publication in newspaper in case tender is not published on website.
A)An offer shall become invalid: - (i) if the Bid Security is not paid Online. (ii) if the offer is not digitally signed by the tenderer / by the Attorney / by the person authorized by the tenderer to sign and submit the tender on his/their behalf. (iii)if any individual/ Proprietor / Partnership Firm / Company /JV Firm/HUF/Society etc. uploads more than one offer either in his/their individual capacity or as a Proprietor or as a Partner/Member of Partnership Firm / JV Firm / HUF / Society etc. or as a Director of any Company, etc. B)An offer shall get summarily rejected if the following documents are not submitted /attached with offer as per the list mentioned in the tender documents: - (i) Documents as applicable in case of Proprietary concern/ Partnership firm / JV Firm / Company/HUF/Society/LLP Firm, etc. (ii) Annexure-V(A) linked under heading submission of Standard Format is to be submitted by the each member in case of a Partnership Firm / Joint Venture (JV) / Hindu Undivided Family (HUF) / Limited Liability Partnership (LLP) etc.,. (iii) Ballast test certificate, if applicable. (iv) Any other document required for evaluation of the bid. C)An offer shall get summarily rejected if the tenderer adds any condition on his/their own (anywhere in the e-offer), which is in violation of the Railway's Tender Conditions. D) An offer shall become ineligible for award of the tendered work if the tenderer does not fulfil the Eligibility Conditions, (both the Standard Financial Eligibility Criteria and the Standard Technical Eligibility Criteria) prescribed in the Tender Documents and bid capacity if applicable.
Bidders should carefully read all the conditions and the Special Conditions along with Special Conditions - General & Technical, which are annexed to the tender document in the DOCUMENTS attached to the tender. These special conditions form part of the tender document and will supplement to the conditions of GCC April - 2022 along with updated correction slips GCC April-2022. Where the provisions of these special conditions are at variance with GCC and other documents mentioned above, these Special Conditions shall prevail
IN CASE OF ADVERTISED TENDER VALUE IS MORE THAN Rs. 10 CRORES, JOINT VENTURE (JV) FIRMS ARE ALSO CONSIDERED FOR ELIGIBILITY.
IN CASE OF ADVERTISED TENDER VALUE IS MORE THAN RS. 20 CRORES: The tender/technical bid will be evaluated based on bid capacity formula detailed as Annexure-VI of IRSGCC April - 2022. NOTE: i)The Tenderer(s) shall furnish the details of existing commitments and balance amount of ongoing works with tenderer as per the prescribed proforma of Railway for statement of all works in progress and also the works which are awarded to tenderer but yet not started up to the of inviting of tender. In case of no works in hand, a 'NIL' statement should be furnished. This statement should be submitted duly verified by Chartered Accountant.(ii) In case, the tenderer/s failed to submit the above statement along with offer, their/his offer shall be considered as incomplete and will be rejected summarily.
IN CASE OF ADVERTISED TENDER VALUE IS MORE THAN RS. 50 CRORES: Electronic Reverse Auction (e-RA) method will be applicable as per guide lines issued by Railway Board vide Lr no. 2017/Trans/01/Policy/Pt-S Dt 28/3/2018. (Copy attached in the list of documents)
Price Variation Clause (PVC) is applicable If the advertised tender value above Rs.2 Crores. (As per letter No. 2022/CEI/GT/GCC2022/Policy dated 14.07.2022) As detailed in - Para 46A of IRGCC April - 2022 attached to the tender in - DOCUMENTS. Base Month: The Base Month for 'Price Variation Clause' shall be taken as the one month prior to closing of tender, unless otherwise stated elsewhere. The quarter for applicability of PVC shall commence from the month following the Base month. The Price Variation shall be based on the average Price Index of the quarter under consideration. [with up to date correction slip/ Railway Board Letter]
The Bid Security shall be deposited either in cash through epayment 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 AnnexureVIA and shall be valid for a period of 90days beyond the bid validity period. In case, submission of Bid Security in the form of Bank Guarantee, following shall be ensured: (i).A scanned copy of the Bank Guarantee shall be uploaded on eProcurement Portal (IREPS) while applying to the tender. (ii).The original Bank Guarantee should be delivered to Chief Office Superintendent Rate before closing date for submission of bids i.e., excluding the last date of submission of bids. (ACS-5 dtd 20.10.2023). (iii)Non submission of scanned copy of Bank Guarantee with the bid on etendering portal (IREPS) and/or non submission of original Bank Guarantee within the specified period shall lead to summary rejection of bid. (iv) The Tender Security shall remain valid for a period of 90 days beyond the validity period for the Tender. (v) The details of the BG, physically submitted should match with the details available in the scanned copy and the data entered during bid submission time, failing which the bid will be rejected (vi).The Bank Guarantee shall be placed in an envelope, which shall be sealed. The envelope shall clearly bear the identification "Bid for the ***** Project" and shall clearly indicate the name and address of the Bidder. In addition, the Bid Due Date should be indicated on the right hand top corner of the envelope. (vii)The envelope shall be addressed to the officer and address as mentioned in the tender document. (viii).If the envelope is not sealed and marked as instructed above, the Railway assumes no responsibility for the misplacement or premature opening of the contents of the Bid submitted and consequent losses, if any, suffered by the Bidder.
Uploading of Proforma -01 attached with Tender document (Certificate signed by Tenderer and Chartered Accountant), when balance sheet for the first previous year is yet to be prepared/audited. ( Click here to download Format)
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.
The work shall be maintained after completion for a period of 24 months by the contractor and he shall make good any defects, imperfection shrinkages or faults which may appear at his own cost.
Tenderers are abiding by the General Conditions of Contract (GCC) April-2022 & any statutory modification thereof and also abide to carry out the work accordingly.
Tenderers are requested to visit the web site https//www.ireps.gov.in frequently till the closing date and time for any update.
Tenderer should have to upload only exact & specific, clear and readable documents, irrelevant documents should not be uploaded, and documents uploaded once should not be repeated
As per official Gazette Notification from "The Institute of Chartered Accountants of India( ICAI) (Set up by an Act of Parliament) dated 02/08/2019,Unique Document Identification Number (UDIN) has been made mandatory from 1st July, 2019 for all Audit/Assurance/Attest function.(Official Gazette Notification attached below).'ICAI has conceptualised and implemented an innovative concept called Unique Document Identification Number (UDIN). ICAI at its 379th Council Meeting held on 17th - 18th December, 2018 made generation of UDIN mandatory for every signature of Full time Practising Chartered Accountants in phased manner for the following services: 1) All Certificates with effect from 1st February, 2019 2) GST and Income Tax Audit with effect from 1st April, 2019 3) All Audit and Assurance Functions with effect from 1st July, 2019 Therefore, UDIN is being made mandatory for all Audit and Assurance Functions like Documents and Reports certified / issued by full time Practising Chartered Accountants from 1st July, 2019'.Any document verified by CA but not having UDIN No. (Wherever applicable) shall not be considered.
1-Provision of Cover shed with proper fencing, Drinking water facility & other amenities during festival season for crowd management at Solapur station. 2- Carriage watering facility & Provision of holding area with all passenger amenities for crowd management at KLBG station. 3.Improvement to PF Surface ( PF 1&2 and PF 3&4), provision of retiring rooms, provision of COP at PF 1&2, RPF post at PF-1, Toilet blocks at PF 1&2 at KWV Station. 4.Crowd Management-Raising PF-2 ( ML to HL), Toilet blocks at PF -01, Augmentation of booking office at UMD station.
08-2026-SrDENCo~CR
08-2026-SrDENCo
Open
Works - General
16 Months
Solapur, Maharashtra
₹0
₹15.1 L
11 Mar 2026
11 Feb 2026
25 Feb 2026
618 items across 9 schedules · ₹9,57,54,006.13 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 740 | 177.5 | 1,31,350 |
| 2 | Ordinary rock | cum | 920 | 498.9 | 4,58,988 |
| 3 | Hard rock (blasting prohibited) | cum | 580 | 1,432.95 | 8,31,111 |
| 4 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | cum | 210 | 196 | 41,160 |
| 5 | All kinds of soil | Sqm | 410 | 34.15 | 14,001.5 |
| 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 | 175 | 7,878.5 | 13,78,737.5 |
| 7 | 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 | 40 | 9,895.2 | 3,95,808 |
| 8 | Foundations, footings, bases for columns | Sqm | 330 | 392.15 | 1,29,409.5 |
| 9 | Each | 150 | 929.8 | 1,39,470 | |
| 10 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) | Sqm | 120 | 410.85 | 49,302 |
| 11 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. | per bag of 50 kg cement used | 700 | 18.15 | 12,705 |
| 12 | 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 | 120 | 9,045.75 | 10,85,490 |
| 13 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 345 | 392.15 | 1,35,291.75 |
| 14 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 375 | 842.5 | 3,15,937.5 |
| 15 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 455 | 927.25 | 4,21,898.75 |
| 16 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 685 | 736.4 | 5,04,434 |
| 17 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 775 | 961.3 | 7,45,007.5 |
| 18 | Stairs, (excluding landings) except spiral- staircases | Sqm | 70 | 764.95 | 53,546.5 |
| 19 | Under 20 cm wide | Metre | 20 | 208.55 | 4,171 |
| 20 | Above 20 cm wide | Sqm | 15 | 879.05 | 13,185.75 |
| 21 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 20 | 951.1 | 19,022 |
| 22 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm | 635 | 384.3 | 2,44,030.5 |
| 23 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 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 | 20 | 10,585.9 | 2,11,718 |
| 24 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 45550 | 107.85 | 49,12,567.5 |
| 25 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 45000 | 107.85 | 48,53,250 |
| 26 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 150 | 9,504.75 | 14,25,712.5 |
| 27 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 220 | 9,655.7 | 21,24,254 |
| 28 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 205 | 9,860.4 | 20,21,382 |
| 29 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 220 | 10,011.35 | 22,02,497 |
| 30 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 450 | 733.5 | 3,30,075 |
| 31 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 130 | 7,132.25 | 9,27,192.5 |
| 32 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 190 | 9,105.95 | 17,30,130.5 |
| 33 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 110 | 1,123.8 | 1,23,618 |
| 34 | Providing and laying Gypsum panel partitions 100 mm thick with water proof Gypsum panels of size 666x500x100 mm, made of calcite phosphor Gypsum fixed with tongue and groove edges and jointed with bonding plaster as per manufacturer's specifications in superstructure above plinth level up to floor V level. Gypsum blocks will have a minimum compressive strength of 9.3 kg/cm2 | Sqm | 50 | 1,023.6 | 51,180 |
| 35 | Area of slab over 0.50 sqm | Sqm | 50 | 5,136.3 | 2,56,815 |
| 36 | Granite work | Metre | 250 | 510.95 | 1,27,737.5 |
| 37 | 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 | 310 | 1,267.95 | 3,93,064.5 |
| 38 | 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 metallic colour of approved shades made out of 4 mm thick aluminium composite panel material consisting of 3 mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5 mm 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 items. 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 Aluminium Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. | Sqm | 40 | 5,015.05 | 2,00,602 |
| 39 | Second class teak wood | cum | 2 | 1,42,949.7 | 2,85,899.4 |
| 40 | Sal wood | cum | 3 | 1,16,520.3 | 3,49,560.9 |
| 41 | 30 mm thick shutters | Sqm | 10 | 3,747.3 | 37,473 |
| 42 | 4 mm thick glass pane (weight not less than 10kg/sqm). | Sqm | 50 | 2,241.8 | 1,12,090 |
| 43 | Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4 mm wide aperture with matching wood beading | Sqm | 75 | 1,800.45 | 1,35,033.75 |
| 44 | Extra for providing frosted glass panes 4 mm thick (weight not less than 10 kg per sqm) instead of ordinary float glass panes 4 mm thick (weight not less than 10 kg per sqm) in doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured). | Sqm | 50 | 176.4 | 8,820 |
| 45 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 50 | 3,167.95 | 1,58,397.5 |
| 46 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 10 | 2,172.1 | 21,721 |
| 47 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 120 | 238.35 | 28,602 |
| 48 | 100x58x1.90 mm | Each | 15 | 45 | 675 |
| 49 | 300x16 mm | Each | 40 | 216.55 | 8,662 |
| 50 | 250x16 mm | Each | 40 | 193.7 | 7,748 |
| 51 | 250x10 mm | Each | 10 | 83.9 | 839 |
| 52 | 125x85x5.5 mm (heavy type) | Each | 60 | 268.65 | 16,119 |
| 53 | 125x125x27x5 mm | Each | 30 | 414.6 | 12,438 |
| 54 | 250x10 mm | Each | 20 | 441.6 | 8,832 |
| 55 | 125 mm | Each | 40 | 256.65 | 10,266 |
| 56 | 125 mm | Each | 56 | 231.05 | 12,938.8 |
| 57 | 30 mm thick Fiberglass Reinforced Plastic (F.R.P.) flush door shutter in different plain and wood finish made with fire retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate all around, with suitable wooden blocks inside at required places for fixing of fittings and polyurethane foam (PUF)/Polystyrene foam to be used as filler material throughout the hollow panel, casted monolithically with testing parameters of F.R.P. laminate conforming to table - 3 of IS: 14856, complete as per direction of Engineer-in-charge. | Sqm | 10 | 4,488.95 | 44,889.5 |
| 58 | Using R3 series with frame (98 mm & above) x (40 mm & above) & both glazed and fly screen sash (30 mm & above) x (55 mm & above) with zinc alloy (zamak) powder coated handle on every glazed panel along with multi-point locking system. (Height upto 1.8m) | Sqm | 40 | 10,874.2 | 4,34,968 |
| 59 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 8706 | 117.35 | 10,21,649.1 |
| 60 | 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 | 31500 | 133.7 | 42,11,550 |
| 61 | Hot finished welded type tubes | Kg | 8000 | 194.4 | 15,55,200 |
| 62 | Hot finished seamless type tubes | Kg | 500 | 206.35 | 1,03,175 |
| 63 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 1000 | 97.2 | 97,200 |
| 64 | M.S. tube | Kg | 500 | 196.8 | 98,400 |
| 65 | 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, including 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 | 500 | 772.4 | 3,86,200 |
| 66 | Dark shade pigment using ordinary cement | Sqm | 100 | 1,119.5 | 1,11,950 |
| 67 | 25 mm thick | Sqm | 400 | 1,948.25 | 7,79,300 |
| 68 | 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 colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. | Sqm | 150 | 1,096.55 | 1,64,482.5 |
| 69 | Size of Tile 600x600 mm | Sqm | 160 | 1,553.45 | 2,48,552 |
| 70 | Size of Tile 600 x 600 mm | Sqm | 300 | 1,464.85 | 4,39,455 |
| 71 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 450 | 3,186.7 | 14,34,015 |
| 72 | 1.00 mm thick with zinc coating not less than 275 gm/m2 | Sqm | 250 | 1,457.15 | 3,64,287.5 |
| 73 | 1.60 mm thick with zinc coating not less than 350 gm/m2 | Metre | 100 | 1,863.9 | 1,86,390 |
| 74 | 12 mm thick | Sqm | 50 | 1,070.6 | 53,530 |
| 75 | 75 mm diameter | Metre | 25 | 248.8 | 6,220 |
| 76 | 110 mm diameter | Metre | 80 | 377.4 | 30,192 |
| 77 | 110 mm bend | Each | 5 | 150.35 | 751.75 |
| 78 | 12.5 mm thick tapered edge Glass Reinforced Gypsum (GRG) board conforming to IS: 2095- (Part 3):1996 (Boards with BIS certification marks) | Sqm | 200 | 1,520.1 | 3,04,020 |
| 79 | 2 mm thick corrugated (2.5" or 4.2" or 6") or step-down (2" or 3" or 6" ) as specified | Sqm | 100 | 1,401.35 | 1,40,135 |
| 80 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer- in-charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) 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 | 500 | 738.65 | 3,69,325 |
| 81 | Ridges plain (500 - 600mm) | Metre | 180 | 532.35 | 95,823 |
| 82 | North light curves | Metre | 80 | 546.1 | 43,688 |
| 83 | 1:4 (1 cement: 4 fine sand) | Sqm | 1940 | 347.05 | 6,73,277 |
| 84 | 1:4 (1 cement: 4 coarse sand) | Sqm | 70 | 357.35 | 25,014.5 |
| 85 | 1:4 (1 cement: 4 coarse sand) | Sqm | 200 | 411.75 | 82,350 |
| 86 | Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. | Per bag of 50 kg cement used in the mix | 25 | 22.1 | 552.5 |
| 87 | 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 | 5200 | 193.7 | 10,07,240 |
| 88 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture | Sqm | 3000 | 170.7 | 5,12,100 |
| 89 | On concrete work | Sqm | 1309 | 235.15 | 3,07,811.35 |
| 90 | Two or more coats on new work | Sqm | 3000 | 146.8 | 4,40,400 |
| 91 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. | Sqm | 300 | 156.05 | 46,815 |
| 92 | Two coats | Sqm | 50 | 137.45 | 6,872.5 |
| 93 | Polishing in high gloss/matt finish melamine clear polish on wood work in required color/wooden shade texture with following process in the sequence as detailed below: 1. The surface to be polished is rubbed with sand paper 80/120 no. and then with sand paper of 160/180 nos. 2. Applying two coats of sealer with spray gun and allowing sufficient drying time for 1st coat and 2nd coat is allowed to dry for 8 to 12 hrs. 3. On drying of sealer coat, wet rubbing with emery cloth of finer grading with ample water to remove excess sealer layer and make the surface further smooth after this wet rubbing, then surface is applied with special grade melamine fillers to fill all the small and big holes/grooves etc. Filler coat to be allowed to dry for 4 to 6 hrs on which again a light wet rubbing is done this surface is further allowed to dry for 12 hrs. 4. On this, 1st coat of melamine polish is applied with spray gun using melamine clear polish and melamine thinner in required proportion. This 1st coat is allowed to dry for 24 hrs then this dry surface is again fine wet rubbed smooth, which is further allowed to dry for 12 hrs. The final melamine polish is applied with compressor pressure spray gun using melamine clear polish and melamine thinner mixed in required proportion complete as per direction of Engineer-in-Charge. (Final coat to be done in 1 or 2 layers without gap of time.) | Sqm | 20 | 1,360.45 | 27,209 |
| 94 | Fixing chowkhat in existing opening in brick/ RCC wall with dash fasteners/Chemical fasteners of appropriate size (3 nos on each vertical member of door chowkhat and 2 nos on each vertical member of window chowkhats), including Cost of dash fasteners/ chemical fastener. | Each | 25 | 217.1 | 5,427.5 |
| 95 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 45 | 2,434.25 | 1,09,541.25 |
| 96 | 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 | 15 | 3,551.25 | 53,268.75 |
| 97 | In cement mortar | cum | 10 | 2,060.2 | 20,602 |
| 98 | In cement mortar | cum | 10 | 2,458.95 | 24,589.5 |
| 99 | R.S. Joists | Kg | 8000 | 3.4 | 27,200 |
| 100 | G.S. Sheet | Sqm | 300 | 164.95 | 49,485 |
| 101 | Above 40 mm nominal bore | Metre | 1000 | 161.4 | 1,61,400 |
| 102 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | cum | 50 | 263.95 | 13,197.5 |
| 103 | 90 mm to 45 mm size stone aggregate | cum | 90 | 2,098.4 | 1,88,856 |
| 104 | Moorum | cum | 578 | 768.25 | 4,44,048.5 |
| 105 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. | Sqm | 200 | 972 | 1,94,400 |
| 106 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 22 | 6,767.4 | 1,48,882.8 |
| 107 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 5 | 6,515.55 | 32,577.75 |
| 108 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 12 | 2,648.85 | 31,786.2 |
| 109 | 15 mm nominal dia Pipes | Metre | 100 | 286.8 | 28,680 |
| 110 | 25 mm nominal dia Pipes | Metre | 75 | 401.55 | 30,116.25 |
| 111 | 50 mm nominal dia Pipes | Metre | 50 | 934.15 | 46,707.5 |
| 112 | 15 mm nominal dia Pipes | Metre | 200 | 497.8 | 99,560 |
| 113 | 25 mm nominal dia Pipes | Metre | 10 | 627.25 | 6,272.5 |
| 114 | 25 mm nominal dia Pipes | Metre | 225 | 355.4 | 79,965 |
| 115 | 15 mm dia nominal bore | Metre | 100 | 366.4 | 36,640 |
| 116 | 25 mm dia nominal bore | Metre | 50 | 551.7 | 27,585 |
| 117 | 50 mm dia nominal bore | Metre | 75 | 1,048.35 | 78,626.25 |
| 118 | 15 mm dia nominal bore | Metre | 50 | 580.45 | 29,022.5 |
| 119 | 15 mm dia nominal bore | Metre | 200 | 322.15 | 64,430 |
| 120 | 25 mm dia nominal bore | Metre | 100 | 467.75 | 46,775 |
| 121 | 50 mm dia nominal bore | Metre | 300 | 762.15 | 2,28,645 |
| 122 | 80 mm dia nominal bore | Metre | 250 | 1,041.7 | 2,60,425 |
| 123 | 50 to 80 mm nominal bore | Each | 10 | 1,785.35 | 17,853.5 |
| 124 | 15 mm nominal bore | Each | 20 | 353.25 | 7,065 |
| 125 | 15 mm nominal bore | Each | 15 | 353.25 | 5,298.75 |
| 126 | 25 mm nominal bore | Each | 10 | 622.4 | 6,224 |
| 127 | 50 mm nominal bore | Each | 16 | 1,026.65 | 16,426.4 |
| 128 | 80 mm nominal bore | Each | 18 | 2,604.55 | 46,881.9 |
| 129 | 15 mm nominal bore | Each | 20 | 406.85 | 8,137 |
| 130 | 25 mm nominal bore | Each | 10 | 464.05 | 4,640.5 |
| 131 | Horizontal | Each | 10 | 591.4 | 5,914 |
| 132 | Horizontal | Each | 15 | 1,371.2 | 20,568 |
| 133 | Class II | Each | 15 | 7,312.4 | 1,09,686 |
| 134 | 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. | Per Litre | 4000 | 11 | 44,000 |
| 135 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 15 | 125.6 | 1,884 |
| 136 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 10 | 118.5 | 1,185 |
| 137 | 50 mm dia | Each | 5 | 5,748.8 | 28,744 |
| 138 | 100 mm dia | Each | 10 | 8,893 | 88,930 |
| 139 | 150 mm dia nominal bore | Each | 10 | 8,408.8 | 84,088 |
| 140 | 100 mm diameter | Metre | 30 | 443.6 | 13,308 |
| 141 | 150 mm diameter | Metre | 50 | 695.8 | 34,790 |
| 142 | 200 mm diameter | Metre | 50 | 970.35 | 48,517.5 |
| 143 | 300 mm dia. R.C.C. pipe | Metre | 240 | 994.3 | 2,38,632 |
| 144 | 450 mm dia. R.C.C. pipe | Metre | 100 | 1,620.95 | 1,62,095 |
| 145 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 100 | 530.9 | 53,090 |
| 146 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 100 | 634.45 | 63,445 |
| 147 | Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) after surface preparation, first layer of slurry of cement @ 0.488kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured. | Sqm | 200 | 688.9 | 1,37,780 |
| 148 | Providing and applying integral crystalline (dry shake) of hydrophilic in nature for water proofing treatment to the RCC structures like basement raft, foundation slab, sewage & water treatment plant slab, warehouses floor, parking structures and water tank base slab etc. sprinkled @0.60kg per sqm or higher as recommended by the manufacturer's specification over the lean concrete of above cited structures. The material shall meet the requirements as specified in ACI- 212-3R-2010 i.e. by reducing permeability of concrete by more than 85%, compared control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline dry-shake shall be capable of self-healing of cracks up to a width of 0.50 mm. The work shall be carried out all complete as per specification and the direction of the Engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. | Sqm | 260 | 309.6 | 80,496 |
| 149 | 300 mm dia | Metre | 80 | 707.75 | 56,620 |
| 150 | 300 mm dia | Metre | 100 | 1,695.1 | 1,69,510 |
| 151 | 300 mm dia | Metre | 120 | 1,870.6 | 2,24,472 |
| 152 | 200 mm nominal size dia | Metre | 150 | 1,113.35 | 1,67,002.5 |
| 153 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. | cum | 10 | 2,024.5 | 20,245 |
| 154 | Frame size 50 x 100 mm | Metre | 50 | 947.7 | 47,385 |
| 155 | Frame size 65 x 125 mm | Metre | 40 | 1,381.6 | 55,264 |
| 156 | 30 mm thick | Sqm | 30 | 4,346.7 | 1,30,401 |
| Schedule total | ₹5,08,56,251.1 | ||||
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