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Tender Value
₹3.7 Cr
EMD Value
₹3.3 L
Closing Date
15 Jan 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
DEN CENTRL
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 :- Execution of building works.
40 conditions · 6 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.
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 familarisation to the work as per the Annexed document, Failing which the offer shall be summarily rejected.
Construction of 30 bedded Running Room at Balangir Station of Sambalpur Division.
48-eT-DENC-SBP-25~ECOR
48-eT-DENC-SBP-25
Open
Works - General
12 Months
Sambalpur, Odisha
₹0
₹3.3 L
15 Jan 2026
23 Dec 2025
1 Jan 2026
167 items across 3 schedules · ₹2,99,79,794.97 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 1060 | 177.5 | 1,88,150 |
| 2 | All kinds of soil. | cum | 81 | 260.3 | 21,084.3 |
| 3 | 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 | 102 | 196 | 19,992 |
| 4 | 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 | 850 | 700.5 | 5,95,425 |
| 5 | All kinds of soil | cum | 5 | 126.8 | 634 |
| 6 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 311 | 2,123.75 | 6,60,486.25 |
| 7 | All kinds of soil | Sqm | 136 | 34.15 | 4,644.4 |
| 8 | 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 | 187 | 8,340.85 | 15,59,738.95 |
| 9 | 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 | 34 | 7,878.5 | 2,67,869 |
| 10 | 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 | 85 | 7,294.7 | 6,20,049.5 |
| 11 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 321 | 7,178.75 | 23,04,378.75 |
| 12 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 44 | 6,812 | 2,99,728 |
| 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 | 10 | 9,895.2 | 98,952 |
| 14 | 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 | 112 | 9,045.75 | 10,13,124 |
| 15 | 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 | 26 | 10,852.95 | 2,82,176.7 |
| 16 | cum | 17 | 11,505.5 | 1,95,593.5 | |
| 17 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 294 | 392.15 | 1,15,292.1 |
| 18 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 95 | 842.5 | 80,037.5 |
| 19 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 1317 | 927.25 | 12,21,188.25 |
| 20 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 926 | 736.4 | 6,81,906.4 |
| 21 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 731 | 961.3 | 7,02,710.3 |
| 22 | Stairs, (excluding landings) except spiral- staircases | Sqm | 85 | 764.95 | 65,020.75 |
| 23 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 30 | 951.1 | 28,533 |
| 24 | 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 | 9 | 10,585.9 | 95,273.1 |
| 25 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 390 | 9,504.75 | 37,06,852.5 |
| 26 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 208 | 9,860.4 | 20,50,963.2 |
| 27 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 48 | 7,132.25 | 3,42,348 |
| 28 | Cement Mortar 1:6 (1 cement : 6 coarse sand). | cum | 13 | 6,295.15 | 81,836.95 |
| 29 | With Modular bricks | cum | 58 | 8,942.35 | 5,18,656.3 |
| 30 | Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. | Sqm | 200 | 104.8 | 20,960 |
| 31 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | cum | 150 | 8,752.55 | 13,12,882.5 |
| 32 | Cement mortar 1 : 4 (1 cement : 4 coarse sand) | Sqm | 444 | 1,105.8 | 4,90,975.2 |
| 33 | Area of slab over 0.50 sqm | Sqm | 21 | 5,136.3 | 1,07,862.3 |
| 34 | Granite work | Metre | 34 | 510.95 | 17,372.3 |
| 35 | Metre | 8 | 568.55 | 4,548.4 | |
| 36 | Each | 6 | 978.7 | 5,872.2 | |
| 37 | Granite Stone of approved shade | Sqm | 20 | 4,051.85 | 81,037 |
| 38 | 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 | 380 | 1,267.95 | 4,81,821 |
| 39 | Sal wood | cum | 1 | 1,16,520.3 | 1,16,520.3 |
| 40 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 18 | 3,167.95 | 57,023.1 |
| 41 | 20 mm dia | Metre | 70 | 393.25 | 27,527.5 |
| 42 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 78 | 238.35 | 18,591.3 |
| 43 | 300x16 mm | Each | 18 | 216.55 | 3,897.9 |
| 44 | 250x10 mm | Each | 17 | 83.9 | 1,426.3 |
| 45 | 125 mm | Each | 17 | 39.95 | 679.15 |
| 46 | 100x60x2.50 mm | Each | 36 | 106.35 | 3,828.6 |
| 47 | Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. | Each | 8 | 854.65 | 6,837.2 |
| 48 | 125 mm | Each | 19 | 231.05 | 4,389.95 |
| 49 | 250x16 mm | Each | 17 | 260.6 | 4,430.2 |
| 50 | Single rubber stopper | Each | 15 | 39.6 | 594 |
| 51 | 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 | 60 | 570.95 | 34,257 |
| 52 | 30 mm thick Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames. | Sqm | 21 | 3,720.75 | 78,135.75 |
| 53 | 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 | 119 | 2,829.25 | 3,36,680.75 |
| 54 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 425 | 133.7 | 56,822.5 |
| 55 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 93 | 172.6 | 16,051.8 |
| 56 | 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 | 705 | 772.4 | 5,44,542 |
| 57 | Light shade pigment using white cement | Sqm | 17 | 1,402 | 23,834 |
| 58 | Size of Tile 600x600 mm | Sqm | 192 | 1,553.45 | 2,98,262.4 |
| 59 | Size of Tile 800 x 800 mm | Sqm | 926 | 1,534.85 | 14,21,271.1 |
| 60 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 68 | 4,481.3 | 3,04,728.4 |
| 61 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. | Each | 13 | 298.25 | 3,877.25 |
| 62 | 110 mm diameter | Metre | 71 | 377.4 | 26,795.4 |
| 63 | 110 mm | Each | 13 | 136.15 | 1,769.95 |
| 64 | 110 mm bend | Each | 29 | 150.35 | 4,360.15 |
| 65 | 110 mm Shoe | Each | 14 | 131.85 | 1,845.9 |
| 66 | 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 | 29 | 738.65 | 21,420.85 |
| 67 | Ridges plain (500 - 600mm) | Metre | 3 | 532.35 | 1,597.05 |
| 68 | 1:6 (1 cement: 6 fine sand) | Sqm | 745 | 333.35 | 2,48,345.75 |
| 69 | 1:6 (1 cement: 6 fine sand) | Sqm | 1712 | 383 | 6,55,696 |
| 70 | 1:4 (1 cement: 4 fine sand) | Sqm | 85 | 471.35 | 40,064.75 |
| 71 | 1:6 (1 cement: 6 coarse sand) | Sqm | 546 | 343.65 | 1,87,632.9 |
| 72 | 1:3 (1 cement : 3 fine sand) | Sqm | 680 | 300.45 | 2,04,306 |
| 73 | Neat cement punning. | Sqm | 85 | 79.95 | 6,795.75 |
| 74 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 1090 | 262.7 | 2,86,343 |
| 75 | 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 | 1666 | 185.65 | 3,09,292.9 |
| 76 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 736 | 116.9 | 86,038.4 |
| 77 | New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | Sqm | 442 | 171.1 | 75,626.2 |
| 78 | Two or more coats on new work | Sqm | 68 | 155.9 | 10,601.2 |
| 79 | Two coats | Sqm | 153 | 137.45 | 21,029.85 |
| 80 | 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 | 34 | 263.95 | 8,974.3 |
| 81 | Moorum | cum | 5 | 768.25 | 3,841.25 |
| 82 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). | cum | 3 | 10,117.6 | 30,352.8 |
| 83 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 70 | 1,091.5 | 76,405 |
| 84 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 15 | 6,515.55 | 97,733.25 |
| 85 | 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 | 15 | 3,960.55 | 59,408.25 |
| 86 | Rectangular shape 453x357 mm | Each | 15 | 1,361.8 | 20,427 |
| 87 | 25 mm nominal dia Pipes | Metre | 80 | 401.55 | 32,124 |
| 88 | 40 mm nominal dia Pipes | Metre | 54 | 702.95 | 37,959.3 |
| 89 | 15 mm nominal dia Pipes | Metre | 51 | 497.8 | 25,387.8 |
| 90 | 20 mm nominal dia Pipes | Metre | 75 | 537.6 | 40,320 |
| 91 | 50 mm nominal dia Pipes | Metre | 82 | 794.25 | 65,128.5 |
| 92 | 40 mm nominal bore | Each | 5 | 826.1 | 4,130.5 |
| 93 | 50 mm nominal bore | Each | 1 | 1,026.65 | 1,026.65 |
| 94 | 20 mm nominal bore | Each | 5 | 462.5 | 2,312.5 |
| 95 | Horizontal | Each | 4 | 591.4 | 2,365.6 |
| 96 | 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 |
| 97 | 15 mm nominal bore | Each | 20 | 506.8 | 10,136 |
| 98 | 15 mm nominal bore | Each | 17 | 820.7 | 13,951.9 |
| 99 | 15 mm nominal bore | Each | 17 | 670.45 | 11,397.65 |
| 100 | 100 mm diameter | Metre | 7 | 443.6 | 3,105.2 |
| 101 | 150 mm diameter | Metre | 7 | 695.8 | 4,870.6 |
| 102 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 2 | 2,802.15 | 5,604.3 |
| 103 | 250 mm dia. R.C.C. pipe | Metre | 20 | 899.8 | 17,996 |
| 104 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 4 | 12,770.55 | 51,082.2 |
| 105 | Circular shape 560 mm internal diameter | Each | 2 | 1,675.7 | 3,351.4 |
| 106 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 2 | 6,937.9 | 13,875.8 |
| 107 | 500 mm dia piles | Metre | 490 | 4,129.95 | 20,23,675.5 |
| 108 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 48 | 495.05 | 23,762.4 |
| 109 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 7 | 1,505.25 | 10,536.75 |
| 110 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | cum | 8 | 8,042.3 | 64,338.4 |
| 111 | 300 mm dia | Metre | 75 | 707.75 | 53,081.25 |
| 112 | 300 mm dia | Metre | 8 | 825.7 | 6,605.6 |
| 113 | 150 mm nominal size dia | Metre | 85 | 793.25 | 67,426.25 |
| 114 | 150 mm nominal size dia | Metre | 8 | 807.45 | 6,459.6 |
| 115 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | cum | 8 | 1,509.8 | 12,078.4 |
| 116 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | cum | 4 | 1,538.25 | 6,153 |
| 117 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in- charge. | cum | 4 | 1,538.25 | 6,153 |
| 118 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. | cum | 4 | 2,024.5 | 8,098 |
| 119 | Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including: (a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminium sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)-cum- smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including: (b) Fabricating and supplying serrated M.S. hot dip galvanised /Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimensional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry/structural steel framework of building structure using stainless steel anchor fasteners/ bolts, nylon separator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers. (c) Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment, including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass. (d) Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the | Sqm | 3 | 3,510.5 | 10,531.5 |
| 120 | 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 | 34 | 3,718.7 | 1,26,435.8 |
| 121 | Extra for openable side / top hung vision glass panels (IGUs) including providing and supplying at site all accessories and hardwares for the openable panels as specified and of the approved make such as heavy duty stainless steel friction hinges, min 4 -point cremone locking sets with stainless steel plates, handles, buffers etc. including necessary stainless steel screws/ fasteners, nuts, bolts, washers etc. all complete as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer- in-Charge. | Sqm | 7 | 3,671.5 | 25,700.5 |
| 122 | Frame size 65 x 125 mm | Metre | 55 | 1,381.6 | 75,988 |
| 123 | 35 mm thick | Sqm | 25 | 5,432.85 | 1,35,821.25 |
| Schedule total | ₹2,93,15,859 | ||||
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