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Tender Value
₹25.1 Cr
EMD Value
₹50.2 L
Closing Date
31 Aug 2026, 3:00 pm
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
GSU KGP
30 conditions · 4 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 and '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 JV shall satisfy the requirement of "Financial Eligibility" mentioned above. The "financial capacity" of the lead member of JV shall not be less than 51% of the financial eligibility criteria mentioned above. The arithmetic sum of individual "financial capacity" of all the members shall be taken as JV's "financial capacity" to satisfy this requirement. Note: Contractual payment received by a Member in an earlier JV shall be reckoned only to the extent of the concerned member's share in that JV for the purpose of satisfying compliance of the above mentioned financial eligibility criteria in the tender under consideration.
The balance sheet and all other financial documents attested/certified by CAs to substantiate fulfilment of financial Eligibility Criteria should be with UDIN, failing which the offer is likely to be rejected without any further reference
All Bidders are requested to please follow the New correction slip no. 11 GCC2022 for PG and bid security which are attached at documents in the instant tender
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.
Definition of similar work: "Any Civil Engineering work .
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 : Separate completed works of minimum required values shall also be considered for fulfillment of technical eligibility criteria for different components. 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.
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 1.2.1 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.
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.
Explanation for Eligibility criteria:
[1] Substantially Completed Work means an ongoing work in which payment equal to or more than 90% of the present contract value (excluding the payment made for adjustment of Price variation (PVC), if any) has been made to the contractor in that ongoing contract and no proceedings of termination of contract on Contractor's default has been initiated. The credential certificate in this regard should have been issued not prior to 60 days of date of invitation of present tender. [2] In case a work is started prior to 07 (seven) years, ending last day of month previous to the one in which tender is invited, but completed in last 07 (seven) years, ending last day of month previous to the one in which tender is invited, the completed work shall be considered for fulfillment of credentials. [3] If a work is physically completed and completion certificate to this extent is issued by the concerned organization but final bill is pending, such work shall be considered for fulfillment of credentials. [4] In case of completed work, the value of final bill (gross amount) including the PVC amount (if paid) shall be considered 1.4.1 as the completion cost of work. In case final bill is pending, only the total gross amount already paid including the PVC amount (if paid) shall be considered as the completion cost of work. In case of substantially completed work, the total gross amount already paid including the PVC amount (if paid), as mentioned in the certificate, shall be considered as the cost of substantially completed work. [5] If a bidder has successfully completed a work as subcontractor and the work experience certificate has been issued for such work to the subcontractor by a Govt. Organization or public listed company as defined in Note for Item 10.1 Para 10 of the Tender Form (Second Sheet), the same shall be considered for the purpose of fulfillment of credentials. [6] In case a work is considered similar in nature for fulfillment of technical credentials, the overall cost including the PVC amount (if paid) of that completed work or substantially completed work, shall be considered and no separate evaluation for each component of that work shall be made to decide eligibility.
[7] In case of newly formed partnership firm, the credentials of individual partners from previous propriety firm(s) or dissolved previous partnership firm(s) or split previous partnership firm(s), shall be considered only to the extent of their share in previous entity on the date of dissolution / split and their share in newly formed partnership firm. For example, a partner A had 30% share in previous entity and his share in present partnership firm is 20%. In the present tender under consideration, the credentials of partner A will be considered to the extent of 0.3*0.2*value of the work done in the previous entity. For this purpose, the tenderer shall submit along with his bid all the relevant documents which include copy of previous partnership deed(s), dissolution deed(s) and proof of surrender of PAN No.(s) in case of dissolution of partnership firm(s) etc. [8] In case of existing partnership firm, if any one or more partners quit the partnership firm, the credentials of remaining partnership firm shall be re-worked out i.e., the quitting partner(s) shall take away his credentials to the extent of his share on 1.4.2 the date of quitting the partnership firm (e.g. in a partnership firm of partners A, B & C having share 30%, 30% & 40% respectively and credentials of Rs 10 crore; in case partner C quits the firm, the credentials of this partnership firm shall remain as Rs 6 crore). For this purpose, the tenderer shall submit along with his bid all the relevant documents which include copy of previous partnership deed(s), dissolution deed(s) and proof of surrender of PAN No.(s) in case of dissolution of partnership firm(s) etc. [9] In case of existing partnership firm if any new partner(s) joins the firm without any modification in the name and PAN/TAN no. of the firm, the credentials of partnership firm shall get enhanced to the extent of credentials of newly added partner(s) on the same principles as mentioned in item 6 above. For this purpose, the tenderer shall submit along with his bid all the relevant documents which include copy of previous partnership deeds, dissolution/splitting deeds and proof of surrender of PAN No.(s) in case of dissolution of partnership firm etc
10. Any partner in a partnership firm cannot use or claim his credentials in any other firm without leaving the partnership firm i.e., In a partnership firm of A&B partners, A or B partner cannot use credentials of partnership firm of A&B partners in any other partnership firm or propriety firm without leaving partnership firm of A&B partners. 11. In case a partner in a partnership firm is replaced due to succession as per succession law, the proportion of credentials of the previous partner will be passed on to the successor. 12. If the percentage share among partners of a partnership firm is changed, but the partners remain the same, the credentials of the firm before such modification in the share will continue to be considered for the firm as it is without any change in 1.4.3 their value. Further, in case a partner of partnership firm retires without taking away any credentials from the firm, the credentials of partnership firm shall remain the same as it is without any change in their value. 13. In a partnership firm "AB" of A&B partners, in case A also works as propriety firm "P" or partner in some other partnership firm "AX", credentials of A in propriety firm "P" or in other partnership firm "AX" earned after the date of becoming a partner of the firm AB shall not be added in partnership firm AB. 14. In case a tenderer is LLP, the credentials of tenderer shall be worked out on above lines similar to a partnership firm. 15. In case company A is merged with company B, then company B would get the credentials of company A also.]
Technical Eligibility Criteria of JV ('a' or 'b' mentioned hereunder):
(a) For Works without composite components : The technical eligibility for the work as per para 10.1 above, shall be satisfied by either the 'JV in its own name & style' or 'Lead member of the JV'. Each other (non-lead) member(s) of JV, who is/ are not satisfying the technical eligibility for the work as per para 10.1 above, shall have technical capacity of minimum 1.5.1 10% of the cost of work i.e., each non-lead member of JV member must have satisfactorily completed or substantially completed during the last 07 (seven) years, ending last day of month previous to the one in which tender is invited, one similar single work for a minimum of 10% of advertised value of the tender.
(b) For works with composite components : The technical eligibility for major component of work as per para 10.1 above, shall be satisfied by either the 'JV in its own name & style' or 'Lead member of the JV' and technical eligibility for other component(s) of work as per para 10.1 above, shall be satisfied by either the 'JV in its own name & style' or 'any member of the JV'. Each other (non-lead)member(s) of JV, who is/ are not satisfying the technical eligibility for any component of the work as per 1.5.2 para 10.1 above, shall have technical capacity of minimum 10% of the cost of any component of work mentioned in technical eligibility criteria. i.e., each other (nonlead) member of must have satisfactorily completed or substantially completed during the last 07 (seven) years, ending last day of month previous to the one in which tender is invited, one similar single work for a minimum of 10% of cost of any component of work mentioned in technical eligibility criteria.
Note : a) The Major component of the work for this purpose shall be the component of work having highest value. In cases where value of two or more component of work is same, any one work can be classified as Major component of work. b) Value of a completed work done by a 1.5.3 Member in an earlier JV shall be reckoned only to the extent of the concerned member's share in that JV for the purpose of satisfying his/her compliance to the above mentioned technical eligibility criteria in the tender under consideration
120 conditions · 7 needing a document upload
Compliance with the GST Act, 2017 - Change in para (a) of clause 6, part I of Indian Railway Standard General Conditions of Contract, April'2022.
Before submitting a tender, the tenderer will be deemed to have satisfied himself by actual inspection of the site and locality of the works, that all conditions liable to be encountered during the execution of the works are taken into account and that the rates he enters in the tender forms are adequate and all inclusive to accord with the provisions in Clause-37 of the Standard General Conditions of Contract for the completion of works to the entire satisfaction of the Engineer.
Tenderers will examine the various provisions of The Central Goods and Services Tax 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.
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 the award 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.
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.
Rate of ballast is inclusive of Royalty @ Rs.250/- and DMF @ Rs.75/-. In caseof increase or decrease in Royalty and DMF rate, same will be either paid byrailway or recovered from the agency as the case may be.
All the bidders / tenderers should ensure that they are GST compliant and their quoted rates are as per GST law.
Tender value is inclusive of GST. Agencies must quote their rates including GST.
In the instant tender GST is applicable at the rate of 18% (Eighteen percent).
However, inter se ranking will be done on the quoted value including GST applicable on the date of opening.
In case of increase or decrease in GST rate, same will be either paid by railway or recovered from the agency as the case may be.
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.
In case damage is caused to OFC / Quad cable / signaling cable during execution of the work, the contractor is liable to pay a penalty for damaging the cable. Penalty shall not be levied in case of the following: (i) Detailed cable route plan not provided by concerned department or cable is not protected as per laid down procedures, (ii) The alignment of the cable does not tally with the information provided to the contractor, (iii) The cable depth is found to be less than 800 mm from normal ground level, (iv) No representative of S&T department / Rail Tel was available at site guarding the cables on the fixed pre determined date and time. Penalty to be imposed for damages to cable shall be as under: (a) Only Quad cable or Signaling cable ----- Rs.1.00 Lakh per location, (b) Only OFC ----- Rs.1.25 Lakh per location, (c) Both OFC & Quad -- --- Rs.1.50 Lakh per location, (d) Electrical Cable ----- Rs.1.00 Lakh per location. (Telecom Circular No. 17/2013 issued by Railway Board vide No. 2003/Tele/RCIL/1 Pt.IX dated 24.06.2013 is binding to this contract and should be followed in spirit).
The contractor have to make drawings/designs of the subjected work (or part of work) as per instruction of railway engineer and have to make it approved from any recognized Govt. college/university/institution on his own cost and have to make it signed by Railway officials.
The contractor for carrying out any construction work in WestBengal/Jharkhand must get themselves registered from the Registering Officerunder Section-7 of the Building and Other Construction Workers Act, 1996 andrules made thereto by the Jharkhand/West Bengal government and submitcertificate of registration issued from the Registering Officer of the WestBengal state govt.(labour department). For enactment of this Act, thecontractor shall be required to pay cess @ 1% of cost of construction work tobe deducted form each bill. Cost of material shall be outside the purview ofcess, when supplied under a separate schedule item.
Deduction for Royalty charges would be dealt as per prevailing rules
Royalty charges, at the rate prescribed from time to time will be recovered from the contractor s each and every on account bill and final bill of supply for the supplied ballast at the rate notified by the concerned state Govt. (mining authorities) and will be kept under deposit with Railway. The royalty charges so recovered will berefunded back to the contractor after submission of the royalty clearance certificate by the contractor to the Railway authority
The ballast has to be supplied as per the enclosed special condition & specification as attached in document.
As per latest CE s Circular No. 271, Transparency Board is to be provided at work site by the agency free of cost as per direction of Engineer-In-Charge.
In case of exigency, the contractor has to execute the work in any section of CPM/GS/KGP.
All materials to be supplied by the contractor should be got approved by the Engineer-in-charge before use in the work.
Unless specifically mentioned in the schedule of rates all materials required for execution of work will be supplied by the contractor free of cost as per standard specifications and approved by the Engineer-in-charge.
Contractor will be responsible for safety of staff working on site of work. All safety measure will be taken by contractors for movement of traffic during the operation.
On Completion of the work rubbish, unused materials etc. if any should be removed and deposited at nominated place and as directed and the same are to be made neat and clean. No extra will be paid for this.
Tenderer or contractor will have to execute the work taking necessary precautions for safety of works, Passenger, traffic etc.
Necessary materials must be available in the contractor's godown to attend any break down.
Engineering Guide line (Civil) to be followed by the contractor to supervise the work. The contractor also has to provide water meter suitable to delivery pipe of pump as a part of a contract without charging any cost from the Railway
The non schedule items should be inclusive of all lead, lift, taxes, fabrication, fitting and all other charges if any.
Tenderer/s should furnish their GST Registration No. along with the tender document.
The mode of payment through 'Letter of Credit' for all tenders having advertised value of Rs. 10 lakh and above as per Railway Board's letter No. 2018/CE-I/CT/9, Dtd.04.06.2018 has been followed . Copy attached in document.
Contractor shall not start any work without the presence of the IOW or PWI at site. In case the contractor's representative starts any work in absence of IOW or PWI, it shall be treated as unauthorized and illegal tampering with the track and shall be liable for action
The Railway shall not guarantee any provision for supplying electrical power or road approach to the site of work or for granting of block to the FOB or blocks for OHE power or traffic or any other facilities not committed to in the schedule. Granting permission for any of these or others in any as required or demanded by the Agency shall only depend on the feasibility and situation. Therefore the Agency shall not have any claim in this regard.
Medium class sand to be used in the plastering works.
All GI Pipe line works is to be carried out only with the approved brand,medium class as per the I.S.Specification i.e. G.I.pipe of Jindal/Bansal/Tata Brand or other equivalent brand as will be approved by ADEN concerned are to be supplied and used. Meterials should be got confirm to the approval of the Engineer in charge or his authorised representative at site to ensure that only approved brand of pipes are supplied and used by the Contractor. Contractor has to produce the necessary vouchers for procurement of pipes of approved medium varieties and proper accountal of pipes will have to be maintained by I.O.W
The rates are inclusive of all taxes where applicable and other charges as leviable by the State Government/Central Government
Tenderer has to make his own service Road for carrying materials and equipment's. No separate payment will be made for this purpose. However, Railway will allow to make such Road in the available Railway Land.
All the steel work and fitting materials like M.S plate, M.S.bolts, rivets, service bolts, nuts, washers, electrodes etc. will conform to relevant IS specifications
All safety measure will be taken by contractors for movement of traffic during the operation
During the course of work steel are to be got tested by the contractor at their own cost to ascertain their conformity to specification as and when required by the Engineer-in-charge or his authorized representative.
All the scrap and released materials to be returned to the Railway as per instructions given by the Engineer in - charge or his authorized representative at their nominated places after completion of the work.
The steel that will be supplied by the contractor should conform to I.S. 226/I.S. 1977 for mild steel and I.S. 1481 for rivets followed with latest corrections if any. All steel section, Rivets, Paint, etc. are to be got tested as per relevant BIS codes at the contractors expense by the Chief Chemist and Metallurgist, S.E.Railway , Kharagpur or at National Test House, Alipore, Kolkata or at IIT, Kharagpur as found convenient by the Railway. If the test results does not confirm to the relevant IS specifications, the whole lot / lots of materials shall be rejected and got removed from the site by the contractor at the contractor s cost. No payment will be made for rejected works. Manufactures test certificate is to be submitted by the contractor along with necessary purchase vouchers etc.
All the works, which are to be done under traffic block, in electrified territory, contractor will have to take all precautions for safety of track and running trains as well as safety of his labour in terms of Indian Railways P.Way manual.
The Contractor with the help of his Engineer or Diploma holder , as the case be , shall make necessary Drawings, sketches, plotting, peg markings etc. as desired by the Engineer-in-charge. No extra cost shall be claimed on this account
The agency should depute a trained and certified supervisor duly certified by AEN.
The Contractor should be make available all the necessary tools, plants and equipment for execution of the above work at site during execution of work.
The vehicles and equipment of contractors can be drafted by Railway Administration in case of Accidents or Natural calamities involving human lives, and payment in respect of that would be made by operating the item as a non scheduled item.
No compensation towards any accident what so ever will be paid by the Railway
Special Condition of Civil work is attached.
Special Condition of P.Way work is attached.
Special conditions of contracts for all contracts is attached.
Special condition for Amrit Bharat station improvement work :
Billing will be done by contractor's eMB on IRWCMS.
Contractor should deploy one civil graduate engineer, one civil diploma engineer
In case of non deployment of engineer/quantity surveyor at each station, Rs. 40000/- per month per engineer will be deducted.
A quantity surveyor with working knowledge of measurement and, one surveyor with required surveying instruments and one draftsman having expertise of drafting on Auto Cad must be deputed for this work.
Within 15 days of issue of LoA, contractor will submit detailed bar chart, and also submit fortnightly progress report wrt bar chart. Penalty to the tune of Rs. 50000/- per month will be imposed for non-submission of progress report.
Contractor should also submit indemnity bond for advance payment as prescribed in in format as prescribed by Railway .
Contractor has to set up site office at each station on Railway premises having suitable facilities including office room with desktop computer and printing facility
Formwork for all types of RCC works shall be made only with MS shuttering plates and MS pipe staging.
All architectural and Structural plans, design and proof check from reputed Govt. institutions as required during execution of work will be done by contractor, for which no additional payment will be made.
In case of cable cuts, action will be taken as per RB's letter no. 39.10 2003/Tele/RCIL/1 Pt. IX dated 24.06.2013 with updated correction slips as may be issued by RB from time to time.
The items covered under CPWD DSR-2021, CPWD Horticulture 2020 and SER-USSOR-2021 are tentative and approximate and these are considered for evaluation of DV only. However the items covered under CPWD DSR-2021, CPWD Horticulture 2020 and SER-USSOR-2021 may be altered within the scope of work as per instruction of Engineer- in Charge according to site requirement if required. Decision of Engineer in Charge in this regard will be final and binding to all.
IF required, contractor should mobillse to do night working for which they will be required to have their own sufficient lighting arrangement. No extra payment will be admissible on this account.
The Contractor with the help of his Engineer or Diploma holder , as the case be , shall make necessary Drawings, sketches, plotting, peg markings etc. as desired by the Engineer-in-charge. No extra cost shall be claimed on this account
Scope of work : _(i) construction of building(ii) Divyanjan Facilities(iii) Circulating Area(iv) Drain(v) Parking area(Vi) Aprroach Road .(Vii) Facade work etc.The quantities specified in the tender schedule are only approximate and liable to vary.
If any dispute will occurs than GCC2022 with all corrections slip will be applicable to the instant tender.
If necessary, the contractor have to make drawings/designs of the subjected work (or part of work) and have to make it approved from any recognized Govt. college/university/institution and if necessary have to make it signed by Railway officials of his own.
The contractor for carrying out any construction work in WestBengal/Jharkhand must get themselves registered from the Registering Officerunder Section-7 of the Building and Other Construction Workers Act, 1996 andrules made thereto by the Jharkhand/West Bengal government and submitcertificate of registration issued from the Registering Officer of the WestBengal state govt.(labour department). For enactment of this Act, thecontractor shall be required to pay cess @ 1% of cost of construction work tobe deducted form each bill. Cost of material shall be outside the purview ofcess, when supplied under a separate schedule item.
As per latest CE s Circular No. 271, Transparency Board is to be provided at work site by the agency free of cost as per direction of Engineer-In-Charge.
All materials to be supplied by the contractor should be got approved by the Engineer-in-charge before use in the work.
Unless specifically mentioned in the schedule of rates all materials required for execution of work will be supplied by the contractor free of cost as per standard specifications and approved by the Engineer-in-charge.
Contractor will be responsible for safety of staff working on site of work. All safety measure will be taken by contractors for movement of traffic during the operation.
On Completion of the work rubbish, unused materials etc. if any should be removed and deposited at nominated place and as directed and the same are to be made neat and clean. No extra will be paid for this.
Tenderer or contractor will have to execute the work taking necessary precautions for safety of works, Passenger, traffic etc.
Necessary materials must be available in the contractor's godown to attend any break down.
Engineering Guide line (Civil) to be followed by the contractor to supervise the work. The contractor also has to provide water meter suitable to delivery pipe of pump as a part of a contract without charging any cost from the Railway.
The non schedule items should be inclusive of all lead, lift, taxes, fabrication, fitting and all other charges if any.
Tenderer/s should furnish their GST Registration No. along with the tender document.
The mode of payment through 'Letter of Credit' for all tenders having advertised value of Rs. 10 lakh and above as per Railway Board's letter No. 2018/CE-I/CT/9, Dtd.04.06.2018 has been followed . Copy attached in document.
Contractor shall not start any work without the presence of the IOW or PWI at site. In case the contractor's representative starts any work in absence of IOW or PWI, it shall be treated as unauthorized and illegal tampering with the track and shall be liable for action.
The Railway shall not guarantee any provision for supplying electrical power or road approach to the site of work or for granting of block to the FOB or blocks for OHE power or traffic or any other facilities not committed to in the schedule. Granting permission for any of these or others in any as required or demanded by the Agency shall only depend on the feasibility and situation. Therefore the Agency shall not have any claim in this regard.
Medium class sand to be used in the plastering works.
All GI Pipe line works is to be carried out only with the approved brand,medium class as per the I.S.Specification i.e. G.I.pipe of Jindal/Bansal/Tata Brand or other equivalent brand as will be approved by ADEN concerned are to be supplied and used. Meterials should be got confirm to the approval of the Engineer in charge or his authorised representative at site to ensure that only approved brand of pipes are supplied and used by the Contractor. Contractor has to produce the necessary vouchers for procurement of pipes of approved medium varieties and proper accountal of pipes will have to be maintained by SSE.
The rates are inclusive of all taxes where applicable and other charges as leviable by the State Government/Central Government.
Tenderer has to make his own service Road for carrying materials and equipment's. No separate payment will be made for this purpose. However, Railway will allow to make such Road in the available Railway Land.
All the steel work and fitting materials like M.S plate, M.S.bolts, rivets, service bolts, nuts, washers, electrodes etc. will conform to relevant IS specifications.
All safety measure will be taken by contractors for movement of traffic during the operation.
During the course of work steel are to be got tested by the contractor at their own cost to ascertain their conformity to specification as and when required by the Engineer-in-charge or his authorized representative.
All the scrap and released materials to be returned to the Railway as per instructions given by the Engineer in - charge or his authorized representative at their nominated places after completion of the work.
The steel that will be supplied by the contractor should conform to I.S. 226/I.S. 1977 for mild steel and I.S. 1481 for rivets followed with latest corrections if any. All steel section, Rivets, Paint, etc. are to be got tested as per relevant BIS codes at the contractors expense by the Chief Chemist and Metallurgist, S.E.Railway , Kharagpur or at National Test House, Alipore, Kolkata or at IIT, Kharagpur as found convenient by the Railway. If the test results does not confirm to the relevant IS specifications, the whole lot / lots of materials shall be rejected and got removed from the site by the contractor at the contractor s cost. No payment will be made for rejected works. Manufactures test certificate is to be submitted by the contractor along with necessary purchase vouchers etc.
All the works, which are to be done under traffic block, in electrified territory, contractor will have to take all precautions for safety of track and running trains as well as safety of his labour in terms of Indian Railways P.Way manual.
The Contractor with the help of his Engineer or Diploma holder , as the case be , shall make necessary Drawings, sketches, plotting, peg markings etc. as desired by the Engineer-in-charge. No extra cost shall be claimed on this account.
The agency should depute a trained and certified supervisor duly certified by ADEN.
The Contractor should be make available all the necessary tools, plants and equipment for execution of the above work at site during execution of work.
The vehicles and equipment of contractors can be drafted by Railway Administration in case of Accidents or Natural calamities involving human lives, and payment in respect of that would be made by operating the item as a non scheduled item.
No compensation towards any accident what so ever will be paid by the Railway.
Balance work for soft upgradation and Divyangjan facility at Midnapur (MDN), Jhargram (JGM) & Kharagpur (KGP).
E-KGP-GS-03-2026~SER
E-KGP-GS-03-2026
Open
Works - General
18 Months
Paschim Medinipur, West Bengal
₹0
₹50.2 L
8 Aug 2026
8 Aug 2026
17 Aug 2026
308 items across 3 schedules · ₹3,91,85,575.74 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 1km | cum | 240 | 174.04 | 41,769.6 |
| 2 | 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 | 50 | 494.1 | 24,705 |
| 3 | All kinds of soil | Sqm | 500 | 129.85 | 64,925 |
| 4 | All kinds of soil | cum | 600 | 177.5 | 1,06,500 |
| 5 | 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 | 320 | 196 | 62,720 |
| 6 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | cum | 100 | 700.5 | 70,050 |
| 7 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 230 | 2,123.75 | 4,88,462.5 |
| 8 | All kinds of soil | Sqm | 299 | 34.15 | 10,210.85 |
| 9 | Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge. | cum | 225 | 93.05 | 20,936.25 |
| 10 | cum | 2 | 3,708.8 | 7,417.6 | |
| 11 | 1:1 1/2:3 (1 Cement: 1 1/2 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 220 | 8,340.85 | 18,34,987 |
| 12 | 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 | 130 | 7,878.5 | 10,24,205 |
| 13 | 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 | 80 | 9,895.2 | 7,91,616 |
| 14 | Foundations, footings, bases for columns | Sqm | 880 | 392.15 | 3,45,092 |
| 15 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | Sqm | 200 | 842.5 | 1,68,500 |
| 16 | Columns, piers, abutments, pillars, posts and struts | Sqm | 400 | 961.3 | 3,84,520 |
| 17 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources) | cum | 105 | 10,105.1 | 10,61,035.5 |
| 18 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources). | Sqm | 60 | 495.75 | 29,745 |
| 19 | 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 | 46 | 18.15 | 834.9 |
| 20 | Concrete of M20 grade with minimum cement content of 270 kg /cum | cum | 150 | 9,212.6 | 13,81,890 |
| 21 | Concrete of M20 grade with minimum cement content of 270 kg /cum | cum | 120 | 9,568.25 | 11,48,190 |
| 22 | 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 | 290 | 9,045.75 | 26,23,267.5 |
| 23 | 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 | 280 | 10,852.95 | 30,38,826 |
| 24 | cum | 360 | 11,505.5 | 41,41,980 | |
| 25 | cum | 75 | 8,821.65 | 6,61,623.75 | |
| 26 | cum | 20 | 12,205.85 | 2,44,117 | |
| 27 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 3200 | 392.15 | 12,54,880 |
| 28 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 900 | 842.5 | 7,58,250 |
| 29 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 3400 | 927.25 | 31,52,650 |
| 30 | Shelves (Cast in situ) | Sqm | 80 | 927.25 | 74,180 |
| 31 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 2125 | 736.4 | 15,64,850 |
| 32 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 2650 | 961.3 | 25,47,445 |
| 33 | Stairs, (excluding landings) except spiral- staircases | Sqm | 855 | 764.95 | 6,54,032.25 |
| 34 | Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like | Sqm | 38 | 392.15 | 14,901.7 |
| 35 | Under 20 cm wide | Metre | 600 | 208.55 | 1,25,130 |
| 36 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm | 1630 | 384.3 | 6,26,409 |
| 37 | 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 | 75 | 10,585.9 | 7,93,942.5 |
| 38 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 140000 | 107.85 | 1,50,99,000 |
| 39 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 122000 | 107.85 | 1,31,57,700 |
| 40 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 470 | 9,504.75 | 44,67,232.5 |
| 41 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 450 | 9,860.4 | 44,37,180 |
| 42 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 159 | 733.5 | 1,16,626.5 |
| 43 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 95 | 7,370.65 | 7,00,211.75 |
| 44 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 70 | 7,132.25 | 4,99,257.5 |
| 45 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 570 | 9,344.35 | 53,26,279.5 |
| 46 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 345 | 1,123.8 | 3,87,711 |
| 47 | Area of slab upto 0.50 sqm | Sqm | 40 | 3,414.8 | 1,36,592 |
| 48 | Area of slab over 0.50 sqm | Sqm | 120 | 3,078.4 | 3,69,408 |
| 49 | Area of slab upto 0.50 sqm | Sqm | 990 | 4,170.7 | 41,28,993 |
| 50 | Area of slab over 0.50 sqm | Sqm | 910 | 3,848.7 | 35,02,317 |
| 51 | Each | 25 | 978.7 | 24,467.5 | |
| 52 | Sqm | 130 | 506.7 | 65,871 | |
| 53 | Granite of any colour and shade | Sqm | 700 | 3,617.55 | 25,32,285 |
| 54 | 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 | 410 | 1,267.95 | 5,19,859.5 |
| 55 | Sal wood | cum | 2 | 1,16,520.3 | 2,33,040.6 |
| 56 | 35 mm thick shutters | Sqm | 190 | 4,111.95 | 7,81,270.5 |
| 57 | 12 mm thick pre-laminated particle board (decorative lamination on both sides) grade -1, medium density flat pressed, three layer particle board FPT- I or graded wood particle board FPT- I, conforming to IS : 3087, bonded with BWP type synthetic resin adhesive as per IS : 848 and pre-laminated conforming to IS : 12823, Grade 1, Type - II marked : | Sqm | 53 | 3,212.7 | 1,70,273.1 |
| 58 | Second class teak wood | Sqm | 80 | 3,323.2 | 2,65,856 |
| 59 | 4 mm thick glass pane (weight not less than 10kg/sqm). | Sqm | 30 | 2,241.8 | 67,254 |
| 60 | 35 mm thick | Sqm | 110 | 4,940.2 | 5,43,422 |
| 61 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 40 | 3,473.85 | 1,38,954 |
| 62 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 120 | 3,167.95 | 3,80,154 |
| 63 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 170 | 2,172.1 | 3,69,257 |
| 64 | Particle board with decorative veneering on both sides | Metre | 178 | 125.2 | 22,285.6 |
| 65 | 25 mm dia | Metre | 175 | 525.55 | 91,971.25 |
| 66 | 20 mm dia (heavy type) | Metre | 255 | 175 | 44,625 |
| 67 | Fixed to steel windows by welding | Kg | 972 | 219.1 | 2,12,965.2 |
| 68 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 2000 | 238.35 | 4,76,700 |
| 69 | 100x58x1.90 mm | Each | 124 | 48.2 | 5,976.8 |
| 70 | 50x37x1.50 mm | Each | 462 | 20 | 9,240 |
| 71 | 150 mm | Each | 200 | 291.35 | 58,270 |
| 72 | 300x16 mm | Each | 120 | 216.55 | 25,986 |
| 73 | 200x10 mm | Each | 129 | 69.4 | 8,952.6 |
| 74 | 150x10 mm | Each | 116 | 59.45 | 6,896.2 |
| 75 | 100x10 mm | Each | 18 | 44.3 | 797.4 |
| 76 | 300x20x6 mm | Each | 24 | 98.35 | 2,360.4 |
| 77 | 250x20x6 mm | Each | 60 | 79.85 | 4,791 |
| 78 | 125 mm | Each | 24 | 39.95 | 958.8 |
| 79 | 100 mm | Each | 105 | 32.55 | 3,417.75 |
| 80 | 150 mm | Each | 111 | 33.1 | 3,674.1 |
| 81 | 125x64x1.90 mm | Each | 50 | 118.2 | 5,910 |
| 82 | 100X58X1.90 mm | Each | 48 | 107.1 | 5,140.8 |
| 83 | 125x64x2.50 mm | Each | 43 | 129.85 | 5,583.55 |
| 84 | 100x60x2.50 mm | Each | 51 | 106.35 | 5,423.85 |
| 85 | 150x10 mm | Each | 60 | 287.25 | 17,235 |
| 86 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 12 | 121.65 | 1,459.8 |
| 87 | 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 | 95 | 1,124.85 | 1,06,860.75 |
| 88 | 300x16 mm | Each | 140 | 303.25 | 42,455 |
| 89 | 150x10 mm | Each | 199 | 82.55 | 16,427.45 |
| 90 | 125 mm | Each | 180 | 66.25 | 11,925 |
| 91 | 30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm ( +/- 0.2 mm), with inbuilt decorative moulding edging on one side. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm ( +/- 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x30 mm and 2 mm ( +/- 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/ galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm ( +/- 0.1 mm) wall thickness . The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge. | Sqm | 108 | 3,253.8 | 3,51,410.4 |
| 92 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5 mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer's specification and direction of Engineer- in-Charge. | Metre | 225 | 492.7 | 1,10,857.5 |
| 93 | 30 mm thick plain PVC door shutters | Sqm | 120 | 3,182.95 | 3,81,954 |
| 94 | Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32mm 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 2 mm 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 | 150 | 570.95 | 85,642.5 |
| 95 | 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 | 173 | 4,488.95 | 7,76,588.35 |
| 96 | 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 | 190 | 10,874.2 | 20,66,098 |
| 97 | Using R3 series with frame (55 mm & above) x (40 mm & above) & sash (30 mm & above) x (74 mm & above). (Height upto 2.5 metre). | Sqm | 160 | 8,106.3 | 12,97,008 |
| 98 | Providing and fixing cupboard shutter with 19 mm thick one side decorative and other side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand including 2 mm thick PVC edge banding tape with hot glue by edge bending machine etc. with auto closing spring loaded hinges (hydraulic type) etc. complete as per direction of Engineer-in-charge.(Payment of providing and fixing auto closing hinges shall be paid separately) | Sqm | 210 | 2,829.25 | 5,94,142.5 |
| 99 | 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 | 8675 | 772.4 | 67,00,570 |
| 100 | 4.0 mm thick glass panes | Sqm | 120 | 1,064.65 | 1,27,758 |
| 101 | 5.5 mm thick glass panes | Sqm | 145 | 1,390.15 | 2,01,571.75 |
| 102 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 280 | 614.2 | 1,71,976 |
| 103 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 40 | 8,595.15 | 3,43,806 |
| 104 | Light shade pigment using white cement | Sqm | 4500 | 1,402 | 63,09,000 |
| 105 | Medium shade pigment using 50% white cement 50% Grey cement | Sqm | 1000 | 1,328.35 | 13,28,350 |
| 106 | Dark shade pigment using ordinary cement | Sqm | 900 | 1,119.5 | 10,07,550 |
| 107 | 25 mm thick | Sqm | 10200 | 1,948.25 | 1,98,72,150 |
| 108 | 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 | 450 | 1,096.55 | 4,93,447.5 |
| 109 | Providing and fixing 1st quality ceramic glazed floor 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 | 60 | 1,112.7 | 66,762 |
| 110 | Size of Tile 800x800 mm | Sqm | 2400 | 1,885.5 | 45,25,200 |
| 111 | Size of Tile 800x800 mm | Sqm | 1900 | 244.75 | 4,65,025 |
| 112 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 3450 | 3,186.7 | 1,09,94,115 |
| 113 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 320 | 4,481.3 | 14,34,016 |
| 114 | Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red | Sqm | 520 | 3,071.05 | 15,96,946 |
| 115 | 110 mm diameter | Metre | 7200 | 377.4 | 27,17,280 |
| 116 | 110x110x110 mm | Each | 60 | 234.15 | 14,049 |
| 117 | 110 mm bend | Each | 270 | 150.35 | 40,594.5 |
| 118 | 110 mm Shoe | Each | 25 | 131.85 | 3,296.25 |
| 119 | 110 mm | Each | 160 | 371.3 | 59,408 |
| 120 | GI Metal Ceiling Lay in perforated Tegular edge global white color tiles of size 595x595 mm and 0.5 mm thick with 8 mm drop; made of GI sheet having galvanizing of 100 gms/sqm (both sides inclusive) and 20% perforation area with 1.8 mm dia holes and having NRC (Noise Reduction Coefficient ) of 0.5, electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending and perforation, and backed with a black Glass fiber acoustical fleece. | Sqm | 700 | 2,068.75 | 14,48,125 |
| 121 | 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, made of Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16 mm thick fire retardant PVC film on the face side and 12 micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit. | Sqm | 800 | 2,215.15 | 17,72,120 |
| 122 | 1:4 (1 cement: 4 fine sand) | Sqm | 3100 | 347.05 | 10,75,855 |
| 123 | 1:4 (1 cement: 4 fine sand) | Sqm | 234 | 471.35 | 1,10,295.9 |
| 124 | 1:4 (1 cement: 4 coarse sand) | Sqm | 35 | 357.35 | 12,507.25 |
| 125 | 1:4 (1 cement: 4 coarse sand) | Sqm | 200 | 411.75 | 82,350 |
| 126 | 1:6 (1 cement: 6 coarse sand) | Sqm | 8500 | 395.35 | 33,60,475 |
| 127 | 1:4 (1 cement: 4 fine sand) | Sqm | 180 | 477.9 | 86,022 |
| 128 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 11500 | 262.7 | 30,21,050 |
| 129 | New work (two or more coats) with a base coat of white washing with lime | Sqm | 1977 | 53.3 | 1,05,374.1 |
| 130 | New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre | Sqm | 11500 | 185.65 | 21,34,975 |
| 131 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 4350 | 116.9 | 5,08,515 |
| 132 | New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm | Sqm | 4300 | 223.6 | 9,61,480 |
| 133 | With ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywood | Sqm | 290 | 74.65 | 21,648.5 |
| 134 | On steel work | Sqm | 240 | 241.75 | 58,020 |
| 135 | On concrete work | Sqm | 30 | 235.15 | 7,054.5 |
| 136 | 100 mm diameter pipes | Metre | 70 | 76.35 | 5,344.5 |
| 137 | Two or more coats on new work | Sqm | 100 | 155.9 | 15,590 |
| 138 | Two or more coats on new work | Sqm | 120 | 140.25 | 16,830 |
| 139 | One or more coats on old work | Sqm | 500 | 102.8 | 51,400 |
| 140 | Old work (one or more coats applied @ 2.20 kg/10 sqm) over priming coat of primer applied @ 0.80 litrs/10 sqm complete including cost of Priming coat. | Sqm | 200 | 112.9 | 22,580 |
| 141 | Old work (Two or more coats on existing cement paint surface applied @ 3.28 ltr/10 sqm. | Sqm | 200 | 169.2 | 33,840 |
| 142 | On bituminous surface @ 0.50 Kg / sqm | Sqm | 1000 | 48.2 | 48,200 |
| 143 | Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. | Sqm | 2300 | 2,017.6 | 46,40,480 |
| 144 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 10 | 6,767.4 | 67,674 |
| 145 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 20 | 6,515.55 | 1,30,311 |
| 146 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 15 | 6,258.75 | 93,881.25 |
| 147 | Single squatting plate with 5 litre P.V.C. automatic flushing cistern | Each | 15 | 9,256.45 | 1,38,846.75 |
| 148 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap | Each | 15 | 2,226.35 | 33,395.25 |
| 149 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each | 825 | 1,879.2 | 15,50,340 |
| 150 | Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:-(a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer | Each | 25 | 3,960.55 | 99,013.75 |
| 151 | 510x1040 mm bowl depth 250 mm | Each | 8 | 6,945.6 | 55,564.8 |
| 152 | Orissa pattern W.C. pan of size 580x440 mm | Each | 35 | 3,169.05 | 1,10,916.75 |
| 153 | Providing and fixing white vitreous china pedestal type (European type/ wash down type) water closet pan. | Each | 30 | 2,784.95 | 83,548.5 |
| 154 | 10 litre capacity - White | Each | 25 | 1,190.65 | 29,766.25 |
| 155 | White solid plastic seat with lid | Each | 18 | 684.85 | 12,327.3 |
| 156 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. | Each | 28 | 1,648.95 | 46,170.6 |
| 157 | Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe. | Each | 45 | 4,048.65 | 1,82,189.25 |
| 158 | Flat back wash basin of size 630x450 mm | Each | 23 | 1,339.7 | 30,813.1 |
| 159 | Flat back wash basin of size 550x400 mm | Each | 13 | 992.6 | 12,903.8 |
| 160 | 32 mm dia | Each | 18 | 103.9 | 1,870.2 |
| 161 | 40 mm dia | Each | 28 | 119.55 | 3,347.4 |
| 162 | Providing and fixing 100 mm sand cast Iron grating for gully trap. | Each | 10 | 53.25 | 532.5 |
| 163 | Providing and fixing 600x450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. | Each | 38 | 1,607.95 | 61,102.1 |
| 164 | Oval shape 450x350 mm (outer dimensions) | Each | 15 | 1,377.1 | 20,656.5 |
| 165 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 8 | 1,151.9 | 9,215.2 |
| 166 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 75 | 1,044.75 | 78,356.25 |
| 167 | Sand cast iron S&S as per IS - 1729 | Each | 15 | 470.45 | 7,056.75 |
| 168 | Sand cast iron S&S as per IS - 1729 | Each | 8 | 626.95 | 5,015.6 |
| 169 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. | Each | 20 | 168.35 | 3,367 |
| 170 | Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. | Each | 18 | 231.95 | 4,175.1 |
| 171 | 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. | Each | 41 | 708.95 | 29,066.95 |
| 172 | PN - 16 Pipe, 25mm OD (SDR-7.4) | Metre | 118 | 318.35 | 37,565.3 |
| 173 | PN - 16 Pipe, 32mm OD (SDR-7.4) | Metre | 195 | 362.9 | 70,765.5 |
| 174 | PN - 16 Pipe, 20mm OD (SDR-7.4) | Metre | 120 | 477.85 | 57,342 |
| 175 | PN - 16 Pipe, 25mm OD (SDR-7.4) | Metre | 120 | 515.2 | 61,824 |
| 176 | PN - 16 Pipe, 25 mm OD (SDR-7.4) | Metre | 140 | 265.05 | 37,107 |
| 177 | PN - 16 Pipe, 40 mm OD (SDR-7.4) | Metre | 150 | 415.1 | 62,265 |
| 178 | PN - 10 Pipe, 50 mm OD (SDR-11) | Metre | 120 | 450.95 | 54,114 |
| 179 | PN - 10 Pipe, 75 mm OD (SDR-11) | Metre | 110 | 696.75 | 76,642.5 |
| 180 | 20 mm nominal dia Pipes | Metre | 211 | 335 | 70,685 |
| 181 | 25 mm nominal dia Pipes | Metre | 181 | 401.55 | 72,680.55 |
| 182 | 32 mm nominal dia Pipes | Metre | 400 | 518.75 | 2,07,500 |
| 183 | 20 mm nominal dia Pipes | Metre | 70 | 274.3 | 19,201 |
| 184 | 15 mm nominal bore | Each | 20 | 353.25 | 7,065 |
| 185 | 20 mm nominal bore | Each | 8 | 379.2 | 3,033.6 |
| 186 | 15 mm nominal bore | Each | 15 | 353.25 | 5,298.75 |
| 187 | 20 mm nominal bore | Each | 8 | 379.2 | 3,033.6 |
| 188 | 25 mm nominal bore | Each | 110 | 622.4 | 68,464 |
| 189 | 20 mm nominal bore | Each | 8 | 539.95 | 4,319.6 |
| 190 | 40 mm nominal bore | Each | 10 | 826.1 | 8,261 |
| 191 | 50 mm nominal bore | Each | 10 | 1,026.65 | 10,266.5 |
| 192 | 25 mm nominal bore | Each | 23 | 464.05 | 10,673.15 |
| 193 | 100 mm diameter | Each | 10 | 193.95 | 1,939.5 |
| 194 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 | Each | 10 | 26,163.4 | 2,61,634 |
| 195 | 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 | 10000 | 11 | 1,10,000 |
| 196 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 50 | 125.6 | 6,280 |
| 197 | 15 mm nominal bore, 107 mm long, weighing not less than 110 gms | Each | 8 | 208.45 | 1,667.6 |
| 198 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 400 | 495.05 | 1,98,020 |
| 199 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 2008 | 530.9 | 10,66,047.2 |
| 200 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 220 | 598.6 | 1,31,692 |
| 201 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 450 | 634.45 | 2,85,502.5 |
| 202 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 160 | 1,176.8 | 1,88,288 |
| 203 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 120 | 1,505.25 | 1,80,630 |
| 204 | Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 6 mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthened clear float glass 6 mm thick, spacer tube 12 mm wide, desiccants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in- Charge. The IGUs shall be assembled in the factory/ workshop of the glass processor.(Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.25.2) For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm.(i) Coloured tinted float glass 6 mm thick substrate with reflective soft coating on face # 2, + 12 mm Air gap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25- 0.28) and U value of 3.0 to 3.3 W/m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement. | Sqm | 68 | 3,718.7 | 2,52,871.6 |
| 205 | Providing and laying 60mm thick factory made cement concrete paver block of approved shape and colour of M -30 grade made of C&D waste by block making machine with vibratory compaction laid in required pattern and including over 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. | Sqm | 3595 | 829.75 | 29,82,951.25 |
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