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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹1.8 Cr
EMD Value
₹3.5 L
Closing Date
9 Nov 2026, 3:00 pm
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Revenue
SRDEN EAST
16 conditions · 3 needing a document upload
The tenderer must have minimum average annual contractual turnover of V/N or 'V' whichever is less; where V= Advertised value of the tender in crores of Rupees N= Number of years prescribed for completion of work for which bids have been invited. The average annual contractual turnover shall be calculated as an average of "total contractual payments" in the previous three financial years, as per the audited balance sheet. However, in case balance sheet of the previous year is yet to be prepared/ audited, the audited balance sheet of the fourth previous year shall be considered for calculating average annual contractual turnover. The tenderers shall submit requisite information as per Annexure-VIB (Annexure C for ballast tenders), along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
(a)The tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i)Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or (ii)Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or (iii)One similar work costing not less than the amount equal to 60% of advertised value of the tender. (b)(1)In case of tenders for composite works (e.g. works involving more than one distinct component, such as Civil Engineering works, S&T works, Electrical works, OHE works etc. and in the case of major bridges - substructure, superstructure etc.), tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i)Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, or (ii)Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or (iii)One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender. Note for b(1):Separate completed works of minimum required values shall also be considered for fulfillment of technical eligibility criteria for different components. (b)(2)In such cases, what constitutes a component in a composite work shall be clearly pre-defined with estimated tender cost of it, as part of the tender documents without any ambiguity. (b)(3) To evaluate the technical eligibility of tenderer, only components of work as stipulated in tender documents for evaluation of technical eligibility, shall be considered. The scope of work covered in other remaining components shall be either executed by tenderer himself if he has work experience as mentioned in clause 7 of the Standard GCC through subcontractor fulfilling the requirements as per clause 7 of the Standard GCC 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 notarized, 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 GCC, with prior approval of Chief Engineer in writing.
Special Mandatory Condition on Similar Nature of work for Technical Eligibility Criteria :(1) Tenderers has to submit the certificate duly mentioning the certificate to be taken for eligible technical qualification. If the tenderer does not mention it clearly, the offer may not be considered for technical criteria of eligibility. (2) If the credentials submitted by the tenderer from combined nature of work, which is not specifically matching for the similar nature of work stipulated by the Railway for the tender, the tenderers should enclose the work completion certificate in support of Technical Criteria of Eligibility clearly mentioning the completed value of the similar nature of work from the certificate of the combined work duly enclosing the bill copy. Also, in a separate covering letter, the completed / paid values of items covered for similar work in the credential of combined work should be submitted duly mentioning the reference of similar nature items from the bill copy enclosed. For Example, if the similar nature of work stipulated for a bridge rebuilding work is "Execution of works of construction of bridges/rebuilding of bridges or regirdering of bridges/launching of slabs under the running track" Against the similar nature of work, if the credential submitted by the tenderer is related to road work combined with bridge works, they should submit the credential with clear cut completed/paid value of the bridge work from certificate issuing authority along with a covering letter by the tenderer with last paid bill copy stating the paid values of items covered for bridge work in the credential of combined work duly mentioning the reference of bridge related items from the bill copy enclosed. If the bidders failed to enclose documents as per these guidelines, the offers shall be considered as invalid and summarily rejected"
Note for Item 1: 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. In case tenderer submits work experience certificate issued by public listed company, the tenderer shall also submit along with work experience certificate, the relevant copy of work order, bill of quantities, bill wise details of payment received duly certified by Chartered Accountant, TDS certificates for all payments received and copy of final/last bill paid by company in support of above work experience certificate.
Defination of Similar Work :- Construction/repairs/maintenance of any Civil Engineering works
40 conditions · 5 needing a document upload
Special Mandatory Condition on Similar Nature of work for Technical Eligibility Criteria :(1) Tenderers has to submit the certificate duly mentioning the certificate to be taken for eligible technical qualification. If the tenderer does not mention it clearly, the offer may not be considered for technical criteria of eligibility. (2) If the credentials submitted by the tenderer from combined nature of work, which is not specifically matching for the similar nature of work stipulated by the Railway for the tender, the tenderers should enclose the work completion certificate in support of Technical Criteria of Eligibility clearly mentioning the completed value of the similar nature of work from the certificate of the combined work duly enclosing the bill copy. Also, in a separate covering letter, the completed / paid values of items covered for similar work in the credential of combined work should be submitted duly mentioning the reference of similar nature items from the bill copy enclosed. For Example, if the similar nature of work stipulated for a bridge rebuilding work is "Execution of works of construction of bridges/rebuilding of bridges or regirdering of bridges/launching of slabs under the running track" Against the similar nature of work, if the credential submitted by the tenderer is related to road work combined with bridge works, they should submit the credential with clear cut completed/paid value of the bridge work from certificate issuing authority along with a covering letter by the tenderer with last paid bill copy stating the paid values of items covered for bridge work in the credential of combined work duly mentioning the reference of bridge related items from the bill copy enclosed. If the bidders failed to enclose documents as per these guidelines, the offers shall be considered as invalid and summarily rejected"
Whether cost of the Bid Security in acceptable form i.e. only through net banking or e-payment gateways or submitted as Bank Guarantee bond from a scheduled commercial bank of India or as mentioned in tender documents. The Bank Guarantee bond shall be as per Annexure-VIA and shall be valid for a period of 90 days beyond the bid validity period. For submission of Bid Security in the form of Bank Guarantee, all the procedures mentioned at Para 5 Bid Security (3) (i) to (viii) should invariably be followed. e-Bank Guarantee (e-BG) is also acceptable as per Railway Board Letter No. 2026/W-III/GCC/2 (e-BG) (3533120) dtd. 16.06.2026 (Railway Board Letter and e-BG format attached)
Whether documents related to all mandatory requirements like eligibility criteria, certficate of familarisation etc as applicable and mentioned in the compliance lists are enclosed with the tender.
Annexure-V(A) (if applicable) should be filled in and submitted in the given Commercial compliances for declaration that the Firm / HUF / JV / LLP is not blacklisted or debarred by Railways or any other Ministry / Department of Govt. of India from participation in tender on the date of opening of bids, either in individual capacity or as a member of the partnership firm or JV in which he was / is a partner/member. Concealment / wrong information in regard to above shall make the contract liable for determination under Clause 62 of the General Conditions of Contract. Note: If the certificate of Annexure-V(A) has not been submitted separately as per the same content in the given format of enclosed general conditions, the offer shall be summarily rejected.
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 tenderers shall submit a copy of certificate in case of other than Company/Proprietary firm, Annexure-V(A) shall be submitted by each member of a Partnership Firm/Joint Venture (JV)/Hindu Undivided Family (HUF)/Limited Liability Partnership (LLP) etc. as the case may be. Non-submission of above certificate(s) by the bidder shall result in summarily rejection of his/their bid. Note: If the certificate of Annexure-V(A) has not been submitted separately as per the same content in the given format of enclosed general conditions, the offer shall be summarily rejected.
For all tenders having advertised cost of Rs.10 lakh or above, the contractor shall have to submit the option to take payment from Railways through a letter of credit (LC) arrangement. The tenderer shall affirm having read over and agreed to the terms and conditions of the LC option. The option of taking payment through LC arrangement, once exercised by tenderer at the time of bidding, shall be final and no change shall be permitted, thereafter, during execution of contract. (The tenderer have to submit the option to take payment from Railway through a Letter of Credit arrangement)
The Tenderer/Tenderers have to mention his/their ESI Code & EPF Code with his/their offer.
Please submit your bank details in the enclosed Annexure (Form No.E-5) NEFT/ECS (Credit Clearing) Model Mandate Form
(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) The Other documents to be submitted in support of the above as per Clause No. 14 (ii) of GCC-2022. (iii) If it is NOT mentioned in the submitted tender that tender is being submitted on behalf of a Sole Proprietorship firm / Partnership firm / Joint Venture / Registered Company etc., then the tender shall be treated as having been submitted by the individual who has signed the tender. (iv) After opening of the tender, any document pertaining to the constitution of Sole Proprietorship Firm / Partnership Firm / Registered Company/ Registered Trust / Registered Society / HUF/LLP etc. shall be neither asked nor considered, if submitted. Further, no suo-moto cognizance of any document available in public domain (i.e., on internet etc.) or in Railway's record/office files etc. will be taken for consideration of the tender, if no such mention is available in tender offer submitted. (v) A tender from JV shall be considered only where permissible as per the tender conditions. (vi) The Railway will not be bound by any change of power of attorney or in the composition of the firm made subsequent to the submission of tender. Railway may, however, recognize such power of attorney and changes after obtaining proper legal advice, the cost of which will be chargeable to the Contractor.
The tenderer whether sole proprietor / a company or a partnership firm / registered society / registered trust / HUF / LLP etc. if they want to act through agent or individual partner(s), should submit along with the tender, a copy of power of attorney duly stamped and authenticated by a Notary Public or by Magistrate in favour of the specific person whether he/they be partner(s) of the firm or any other person, specifically authorizing him/them to sign the tender, submit the tender and further to deal with the Tender/ Contract up to the stage of signing the agreement except in case where such specific person is authorized for above purposes through a provision made in the partnership deed / Memorandum of Understanding / Article of Association /Board resolution, failing which tender shall be summarily rejected. A separate power of attorney duly stamped and authenticated by a Notary Public or by Magistrate in favour of the specific person whether he/they be partner(s) of the firm or any other person, shall be submitted after award of work, specifically authorizing him/them to deal with all other contractual activities subsequent to signing of agreement, if required. Note: A Power of Attorney executed and issued overseas, the document will also have to be legalized by the Indian Embassy and notarized in the jurisdiction where the Power of Attorney is being issued. However, the Power of Attorney provided by Bidders from countries that have signed the Hague Legislation Convention 1961 are not required to be legalized by the Indian Embassy if it carries a conforming Appostille certificate. The tenderer should have to submit Power of Attorney along with his offer stated above.
Employment/Partnership etc. of Retired Railway Employees: (a) Should a tenderer i) be a retired Engineer of the gazetted rank or any other gazetted officer working before his retirement, whether in the executive or administrative capacity or whether holding a pensionable post or not, in the Engineering or any other department of any of the railways owned and administered by the President of India for the time being, OR ii) being partnership firm / joint venture (JV) / registered society / registered trust etc have as one of its partners/members a retired Engineer of the gazetted rank or any other gazetted officer working before his retirement, OR iii) being an incorporated company have any such retired Engineer of the gazetted rank or any other gazetted officer working before his retirement as one of its directors AND in case where such Engineer or officer had not retired from government service at least 1 year prior to the date of submission of the tender THEN the tenderer will give full information as to the date of retirement of such Engineer or gazetted officer from the said service and as to whether permission for taking such contract, or if the Contractor be a partnership firm or an incorporated company, to become a partner or director as the case may be, has been obtained by the tenderer or the Engineer or officer, as the case may be from the President of India or any officer, duly authorized by him in this behalf, shall be clearly stated in writing at the time of submitting the tender. b) In case, upon successful award of contract, should a tenderer depute for execution of the works under or to deal matters related with this contract, any retired Engineer of gazette rank or retired gazetted officer working before his retirement in the Engineering or any other department of any of the railways owned and administered by the President of India for the time being, and now in his employment, then the tenderer will ensure that retired Engineer or retired gazetted officer had retired from government service at least 1 year prior to the date of his employment with tenderer and in case he had retired from service within a year then he possesses the requisite permission from the President of India or any officer, duly authorized by him in this behalf, to get associated with the tenderer. c) Should a tenderer or Contractor being an individual, have member(s) of his family or in the case of partnership firm/ company / joint venture (JV) / registered society / registered trust etc. one or more of his partner(s)/shareholder(s) or member(s) of the family of partner(s)/shareholder(s) having share of more than 1%in the tendering entity employed in gazetted capacity in the Engineering or any other department of the railway, then the tenderer at the time of submission of tender, will inform the authority inviting tenders the details of such persons. Note: -If information as required as per 8.a), b), c) above has not been furnished, contract is liable to be dealt in accordance with provision of clause 62 of the Standard General Condition of contract.
Please submit the certificate of familiarisation to the work as per the annexed document. ( Click here to download Format)
Miscellaneous repairs to Service buildings, PF surface, Name boards, Waiting halls, FOBs, PF shelters, Circulating area, drains, Septic tanks, repair and replacement of PVC doors, steel doors and windows, repairs to pipelines, replacement of damaged water storage tank, pathways and plinth protection, wall plaster and floorings, etc., of service buildings, along with white washing, color washing, distempering, and painting to all service buildings, FOBs, PF benches, overhead tank staging, boundary wall, etc. from SBPY-JRPD section under Sr. DEN (East)/SBP.
26-eT-DENE-SBP-26~ECOR
26-eT-DENE-SBP-26
Open
Works - General
3 Months
Sambalpur, Odisha
₹0
₹3.5 L
16 Oct 2026
16 Oct 2026
26 Oct 2026
106 items across 2 schedules · ₹1,76,21,758.5 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. | cum | 74 | 494.1 | 36,563.4 |
| 2 | All kinds of soil | Sqm | 686 | 129.85 | 89,077.1 |
| 3 | All kinds of soil. | cum | 86 | 260.3 | 22,385.8 |
| 4 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | Sqm | 25704 | 17.6 | 4,52,390.4 |
| 5 | Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in- charge. | cum | 86 | 93.05 | 8,002.3 |
| 6 | 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 | 34 | 8,340.85 | 2,83,588.9 |
| 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 | 103 | 7,878.5 | 8,11,485.5 |
| 8 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 9 | 7,294.7 | 65,652.3 |
| 9 | Foundations, footings, bases for columns | Sqm | 78 | 392.15 | 30,587.7 |
| 10 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | Sqm | 103 | 842.5 | 86,777.5 |
| 11 | 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 | 2 | 10,105.1 | 20,210.2 |
| 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 | 43 | 9,045.75 | 3,88,967.25 |
| 13 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 78 | 842.5 | 65,715 |
| 14 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 771 | 107.85 | 83,152.35 |
| 15 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 19 | 7,132.25 | 1,35,512.75 |
| 16 | cement mortar 1:4 (1 cement : 4 coarse sand) | Sqm | 17 | 905.05 | 15,385.85 |
| 17 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 26 | 9,095.05 | 2,36,471.3 |
| 18 | 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 | 21 | 1,267.95 | 26,626.95 |
| 19 | 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 | 34 | 5,015.05 | 1,70,511.7 |
| 20 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 9 | 3,473.85 | 31,264.65 |
| 21 | 125x75x4 mm | Each | 5 | 150.1 | 750.5 |
| 22 | 300x16 mm | Each | 2 | 303.25 | 606.5 |
| 23 | 150x10 mm | Each | 5 | 82.55 | 412.75 |
| 24 | 125 mm | Each | 3 | 66.25 | 198.75 |
| 25 | Twin rubber stopper | Each | 5 | 72.35 | 361.75 |
| 26 | 24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm ( +/- 0.2 mm) with inbuilt edging on both sides. 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 20x20 mm and 1 mm ( +/- 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x24 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. (For W.C. and bathroom door shutter). | Sqm | 21 | 2,969.25 | 62,354.25 |
| 27 | 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 | 50 | 492.7 | 24,635 |
| 28 | Providing and fixing PVC Door Frame of size 50x47 mm with a wall thickness of 5 mm ( +/- 0.2 mm), made out of single piece extruded PVC profile, with mitred cut joints and joint with 2 nos of PVC bracket of size 190 mm x 100 mm long arms of cross section size 35 x 15 mm & self driven self taping screws, the vertical door profiles to be reinforced with 40x20 mm M.S. rectangular tube of 0.8 mm , including providing EPDM rubber gasket weather seal throughout the frame, including jointing 5 mm PVC frame strip with PVC solvent cement on the back of the profile. The door frame to be fixed to the wall using 8 x100 mm long anchor fasteners complete, all as per manufacturer's specification and direction of Engineer -in- charge. | Metre | 14 | 573.45 | 8,028.3 |
| 29 | Non decorative finish (matt finish) | Sqm | 31 | 3,997.45 | 1,23,920.95 |
| 30 | Using R4 series with frame (115 mm & above) x (45 mm & above) & sash (44 mm & above) x (55 mm & above) with zinc alloy (zamak) powder coated handle on two end panels along with multi-point locking system. (Height above 1.8 metre). | Sqm | 21 | 9,888.35 | 2,07,655.35 |
| 31 | Using R4 series with frame (64mm & above ) x (50mm & above) & mullion (64mm & above) x (70mm & above). (Height above 2.5 meter) | Sqm | 5 | 6,528.8 | 32,644 |
| 32 | Hot finished welded type tubes | Kg | 257 | 194.4 | 49,960.8 |
| 33 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 2657 | 172.6 | 4,58,598.2 |
| 34 | 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 | 429 | 772.4 | 3,31,359.6 |
| 35 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 43 | 614.2 | 26,410.6 |
| 36 | Light shade pigment using white cement | Sqm | 78 | 1,402 | 1,09,356 |
| 37 | Dark shade pigment using ordinary cement | Sqm | 681 | 1,119.5 | 7,62,379.5 |
| 38 | 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 | 9 | 1,096.55 | 9,868.95 |
| 39 | Size of Tile 600x600 mm | Sqm | 95 | 1,553.45 | 1,47,577.75 |
| 40 | 1.60 mm thick with zinc coating not less than 350 gm/m2 | Metre | 26 | 1,863.9 | 48,461.4 |
| 41 | 0.80 mm thick with zinc coating not less than 275 gm/m2 | Metre | 13 | 1,029.65 | 13,385.45 |
| 42 | Extra for providing and fixing wind ties of 40x 6 mm flat iron section. | Metre | 69 | 195.6 | 13,496.4 |
| 43 | 75 mm diameter | Metre | 17 | 248.8 | 4,229.6 |
| 44 | 110 mm diameter | Metre | 26 | 377.4 | 9,812.4 |
| 45 | 110 mm bend | Each | 5 | 150.35 | 751.75 |
| 46 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | Sqm | 343 | 1,355.8 | 4,65,039.4 |
| 47 | 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 | 129 | 738.65 | 95,285.85 |
| 48 | 1:6 (1 cement: 6 fine sand) | Sqm | 86 | 333.35 | 28,668.1 |
| 49 | 1:6 (1 cement: 6 fine sand) | Sqm | 43 | 383 | 16,469 |
| 50 | Neat cement punning. | Sqm | 61 | 79.95 | 4,876.95 |
| 51 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 1131 | 262.7 | 2,97,113.7 |
| 52 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | Sqm | 7650 | 160.6 | 12,28,590 |
| 53 | With ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywood | Sqm | 2040 | 74.65 | 1,52,286 |
| 54 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works | Sqm | 3477 | 67.4 | 2,34,349.8 |
| 55 | Lettering with black Japan paint of approved brand and manufacture | per letter per cm height | 12291 | 6.15 | 75,589.65 |
| 56 | Old work (one or more coats) | Sqm | 6970 | 62.7 | 4,37,019 |
| 57 | One coat | Sqm | 12096 | 95.45 | 11,54,563.2 |
| 58 | Two coats | Sqm | 8670 | 142.8 | 12,38,076 |
| 59 | With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre | Sqm | 7128 | 73.95 | 5,27,115.6 |
| 60 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete | Sqm | 34498 | 19.75 | 6,81,335.5 |
| 61 | Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. | Sqm | 8602 | 25.15 | 2,16,340.3 |
| 62 | One or more coats on old work | Sqm | 4845 | 102.8 | 4,98,066 |
| 63 | One or more coats on old work | Sqm | 6630 | 96 | 6,36,480 |
| 64 | Old work (one or more coats @ 2.20 kg/10 sqm) complete. | Sqm | 5211 | 75.8 | 3,94,993.8 |
| 65 | Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface | Sqm | 21731 | 120.75 | 26,24,018.25 |
| 66 | With cement mortar 1:4 (1 cement : 4 fine sand) | Sqm | 513 | 547.4 | 2,80,816.2 |
| 67 | Cleaning of terrace/loft water storage tank (inside surface area) upto 2000 litre capacity at all heights with coconut brushes, duster etc., removal of silt, rubbish from the tank and cleaning the tank with fresh water disinfecting with bleaching powder @0.5gm per litre capacity of tank including marking the date of cleaning on the side of tank body with the help of stencil and paint and disposing of malba all complete as per direction of Engineer-in- Charge. (The old date already written on tank should be removed with paint remover or black paint and if date is not written with the stencil or old date is not removed deduction will be made @ Rs. 0.10 per litre) (if during cleaning any GI fittings or ball cock is damaged that is to be repaired by contractor at his own cost and nothing extra will be paid on this account) | Litre | 50051 | 0.5 | 25,025.5 |
| 68 | Disconnecting damaged overhead/terrace PVC water storage tank of any size from water supply line and removing from the terrace including shifting at ground level as per direction of Engineer-in-charge. | Each | 9 | 433.75 | 3,903.75 |
| 69 | Providing and laying in situ five course water proofing treatment with APP (Atactic Polypropylene) modified Polymeric membrane over roof consisting of first coat of bitumen primer @ 0.40 litre per sqm, 2nd & 4th courses of bonding material @ 1.20 kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to IS : 702, 3rd layer of roofing membrane APP modified Polymeric membrane 2.0 mm thick of 3.00 Kg/ sqm weight consisting of five layers prefabricated with centre core as 100 micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron HMHDPE film. 5th, the top most layer shall be finished with brick tiles of class designation 10 grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% integral water proofing compound by weight of cement over a 12 mm layer of cement mortar 1:3 (1 cement :3 fine sand) and finished neat (item of laying brick tiles shall be paid for separately). | Sqm | 123 | 532.05 | 65,442.15 |
| 70 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 42 | 2,434.25 | 1,02,238.5 |
| 71 | Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer-in-charge. | Kg | 857 | 3.85 | 3,299.45 |
| 72 | For thickness of tiles 10 mm to 25 mm | Sqm | 103 | 73.4 | 7,560.2 |
| 73 | G.S. Sheet | Sqm | 257 | 164.95 | 42,392.15 |
| 74 | 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 | 120 | 263.95 | 31,674 |
| 75 | Moorum | cum | 86 | 768.25 | 66,069.5 |
| 76 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 34 | 1,091.5 | 37,111 |
| 77 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 2 | 6,767.4 | 13,534.8 |
| 78 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 2 | 6,515.55 | 13,031.1 |
| 79 | Flat back wash basin of size 550x400 mm | Each | 4 | 992.6 | 3,970.4 |
| 80 | 32 mm dia | Each | 6 | 103.9 | 623.4 |
| 81 | Rectangular shape 453x357 mm | Each | 4 | 1,361.8 | 5,447.2 |
| 82 | 20 mm nominal dia Pipes | Metre | 17 | 537.6 | 9,139.2 |
| 83 | 25 mm nominal dia Pipes | Metre | 26 | 627.25 | 16,308.5 |
| 84 | 150 mm nominal dia Pipes | Metre | 14 | 6,822.7 | 95,517.8 |
| 85 | 15 mm dia nominal bore | Metre | 20 | 366.4 | 7,328 |
| 86 | 20 mm dia nominal bore | Metre | 17 | 437.3 | 7,434.1 |
| 87 | 50 mm dia nominal bore | Metre | 34 | 762.15 | 25,913.1 |
| 88 | 15 mm nominal bore | Each | 4 | 353.25 | 1,413 |
| 89 | 25 mm nominal bore | Each | 4 | 622.4 | 2,489.6 |
| 90 | 20 mm nominal bore | Each | 6 | 539.95 | 3,239.7 |
| 91 | 20 mm nominal bore | Each | 2 | 462.5 | 925 |
| 92 | 25 mm nominal bore | Each | 2 | 464.05 | 928.1 |
| 93 | 15 mm nominal bore | Each | 2 | 85 | 170 |
| 94 | 150 mm diameter | Each | 2 | 222.35 | 444.7 |
| 95 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 | Each | 2 | 10,862.4 | 21,724.8 |
| 96 | 20 mm nominal bore | Each | 1 | 346.8 | 346.8 |
| 97 | 50 mm nominal bore | Each | 1 | 823.8 | 823.8 |
| 98 | 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 | 4284 | 11 | 47,124 |
| 99 | 15 mm nominal bore | Each | 5 | 506.8 | 2,534 |
| 100 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 4 | 125.6 | 502.4 |
| 101 | 15 mm nominal bore, 98 mm long, weighing not less than 75 gms | Each | 51 | 112.8 | 5,752.8 |
| 102 | 25mm nominal bore, weighing not less than 62 gms | Each | 6 | 113.35 | 680.1 |
| 103 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | cum | 9 | 8,042.3 | 72,380.7 |
| 104 | Frame size 65 x 100 mm | Metre | 9 | 1,111.3 | 10,001.7 |
| Schedule total | ₹1,75,49,082.7 | ||||
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