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Tender Value
₹2.6 Cr
EMD Value
₹5.3 L
Closing Date
16 Jun 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
SR DEN/GRC
21 conditions · 5 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. In this case in Annexure-VIB, as mentioned below in clause 1.2, certification from CA is required mentioning that the balance sheet of last Financial Year is yet to be prepared/audited.
The tenderers shall submit requisite information as per Annexure-VIB, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet. ( Click here to download Format)
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.
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 nature of work: "Any civil Engineering work".
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, 1.2.1 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 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 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 1.3.1 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 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.]
66 conditions · 4 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.
When work is tendered for by a firm or company, the tender shall be signed by the individual legally authorized to enter into commitments on their behalf.
The Railway will not be bound by any power of attorney granted by the tenderer or by changes in the composition of the firm made subsequent to the execution of the contract. It may, however, recognize such power of attorney and changes after obtaining proper legal advice, the cost of which will be chargeable to the Contractor.
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.
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.
Tenderers are required to upload copy of Permanent Account Number, GST registration & Mandate Form
Contractor shall be liable to pay/refund the amount collected as GST to the Indian Railways along with interest and penalties, if any imposed by the authorities, in case GST input tax credit of Indian Railways is denied/rejected by the tax authortties due to reasons mentioned below but not limited to: Wrong/incorrect invoices issued by Contractor; No filing of GST returns; Nonpayment of GST collected from Indian Railways to the authorities; Any other non-compliance done by Contractor; General Indemnity: Contractor hereby agrees to indemnify and hold harmless the Indian Railways from and against any and all losses, including loss on account of Input Tax Credit and all losses incurred by the Indian Railways relating to or arising out of or in connection with any actual or threatened claim, legal action, proceedings, prosecution or inquiry by or against the Indian Railways arising out, directly or indirectly, of failure by the contractor to comply with the provisions of GST and related laws, or based upon or arising from any failure by the Contractor. Retention Money: Any payment liable to be paid by Indian Railways to contractor against the goods or services or both supplied by such contractor to Indian Railways shall be kept on hold in case supplier makes any non-compliance of any of the GST law.
All Correction Slips issued by the Railway Board from time to time shall be applicable to this tender. The attachments may be read carefully.
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.
Price Variation Clause (PVC) shall be applicable as per GCC IRGCC 2022 with updated correction slips.
All the construction debris materials to be cleared from site and thrown away from Railway boundary with contractors labour, tool & equipment at his own cost as per instructions given by the Engineer in - charge or his authorized representative.
The rates quoted by the tenderer and accepted by Rly administration shall hold good till the completion of work and no additional individual claim shall be admissible on any account including for variation in prices
All works are to be done as per direction by the Engineer-in- charge or his authorised representative.
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.
Reinforcement Steel Reinforcement steel shall conform to: •TMT Bars Fe-500/Fe-500D/Fe-550D etc. - IS: 1786 •Structural Steel - IS: 2062 •Steel Tubes/Sections - Relevant applicable IS Codes •All reinforcement steel (TMT bar) and structural steel shall be procured as per specifications mentioned in BIS's documents as per IS: 1786 and IS: 2062 respectively with latest amendment. The contractor shall produce the certificate issued by plant manufacture/plant consultant (with documentary proof of process) for establishing process being used at plant. It must be ensured that steel being supplied is produced by any one of the processes i.e. DIR-EAF, BF-BOF and COREX-BOF route only, for manufacturing TMT reinforcement bar using iron ore as basis raw materials. In case of any doubts regarding quality of steel, the Railway may cause it to be tested by any third party including IIT/NIT/ or any other approved Lab of repute and acceptance of the supplied steel shall be subject to such test results. Cost incurred towards conducting necessary tests will be borne by the contractor.
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 Railway will not be responsible for compensation towards contractors due to unforseen reasons.
No compensation toward any accident what so ever will be paid by railway.
The work will be executed under supervision of Railway Engineer- in - charge or his authorized representative at site.
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 Contractor with the help of his Engineer or Diploma holder , as the case may 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 material for execution of work/Supply items will be passed by Engineer - In - Charge.
Railways shall not be liable to any loss or injury to contractor's staff and indemnifies Railway Administration from such losses / claims what so ever arising out such losses or injuries.
All necessary deductions will be made from the billing amount.
No any interest will be paid by Railways on delay of payment
If any discrepancy arises between special conditions of contract and Indian Railway Standard GCC-2022 with updated correction slips, in such case the special conditions of contract will prevail.
CEMENT: Cement shall conform to the latest relevant IS Codes and relevant Specifications, including: •OPC Grade 43 - IS: 8112 •OPC Grade 53 - IS: 12269 •PPC - IS: 1489 (Part-1) •PSC - IS: 455 •Testing of Cement - Relevant provisions of IS: 4031 series
All painting works are to be done following the special conditions for painting which are attached herewith.
Paints to be used: Paints for the primer and finishing coats shall preferably be procured from reputed manufacturers to achieve better results. The contractor shall submit the manufacturer's test certificate along with necessary purchase vouchers and related documents. The painter engaged for the work should possess adequate experience in painting works, or the painting activity shall be carried out by an authorized applicator approved by the manufacturer/Supplier.
Thickness of paint layer should be strictly followed as given as given below :- i. 1st coat primer Zinc chromate IS :104 . ii. 2nd coat primer before Red oxide IS 2074. iii. 1st finishing coat of Aluminium IS : 2339. iv.2nd finishing coat of Aluminium IS : 2339.
In case contractor fails to return the unused and excess materials issued to them and released materials, the cost of such materials will be deducted from the contractor's dues as per Railway's rules laid down in Indian Railways Digitally General Conditions of Contract -2022.
Special Notes- 1.The contractor shall produce manufacturer's test certificates and proof of conformity to relevant IS Specifications whenever demanded by the Engineer-in-Charge. 2.Materials failing to satisfy prescribed specifications/tests shall be rejected immediately and removed from site at contractor's cost. 3.Wherever specific IS Codes are not indicated in item descriptions, the relevant latest BIS/CPWD Specifications shall be deemed applicable. 4.The decision of the Engineer-in-Charge regarding suitability and acceptance of materials shall be final and binding. 5.All materials shall confirm to the relevant IS Codes with all correction slips issue dup to date of inviting of tender. 6.The above list of IS Codes is not exhaustive. Any other relevant IS, Latest revisions, correction slips and specifications issued up to date of inviting of tender shall also be considered as part of the contract.
Development and upgradation of old Heritage Bungalow No. 13, repair and renovation of the Patient Relative Rest House, and upgradation of the Squash Court at North Colony and Garden Reach, South Eastern Railway, under ADEN/Settlement/GRC.
T-PUB-GRC-2026-429
T-PUB-GRC-2026-429
Open
Works - General
12 Months
Kolkata, West Bengal
₹0
₹5.3 L
16 Jun 2026
22 May 2026
2 Jun 2026
467 items across 6 schedules · ₹2,20,01,329.69 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| CONCRETE WORK | — | — | — | — | |
| CEMENT CONCRETE (CAST IN SITU) | — | — | — | — | |
| Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | — | — | — | — | |
| 1 | 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 2.96 | 6,518.6 | 19,295.06 |
| DAMP-PROOF COURSE | — | — | — | — | |
| 2 | 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 | 32 | 18.15 | 580.8 |
| MISCELLANEOUS | — | — | — | — | |
| 3 | Making plinth protection 50 mm thick of cement concrete 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) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | Sqm | 113.2 | 749.3 | 84,820.76 |
| REINFORCEMENT CEMENT CONCRETE | — | — | — | — | |
| FORM WORK | — | — | — | — | |
| Centering and shuttering including strutting, propping etc. and removal of form for | — | — | — | — | |
| 4 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 57.69 | 736.4 | 42,482.92 |
| STEEL REINFORCEMENT | — | — | — | — | |
| Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. | — | — | — | — | |
| 5 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 376.8 | 107.85 | 40,637.88 |
| DESIGN MIX CONCRETE | — | — | — | — | |
| Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and w o r k a b i l i t y without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: | — | — | — | — | |
| All works above plinth level upto floor V level | — | — | — | — | |
| 6 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 4 | 9,860.4 | 39,441.6 |
| MASONRY WORK | — | — | — | — | |
| General | — | — | — | — | |
| Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : | — | — | — | — | |
| 7 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 20 | 9,105.95 | 1,82,119 |
| CLADDING WORK | — | — | — | — | |
| STONE WORK DRY CLADDING | — | — | — | — | |
| Providing and fixing specified wood frame work consisting of battens 50x25mm fixed with rawl plug and drilling necessary holes for rawl plug etc. including priming coat complete. | — | — | — | — | |
| 8 | Kiln seasoned and chemically treated hollock wood | cum | 3.03 | 1,87,277.65 | 5,67,451.28 |
| WOOD AND P.V.C. WORK | — | — | — | — | |
| FRAMES AND TRUSSES | — | — | — | — | |
| Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). | — | — | — | — | |
| 9 | Second class teak wood | cum | 1.15 | 1,42,949.7 | 1,64,392.16 |
| Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. | — | — | — | — | |
| Second class teak wood | — | — | — | — | |
| 10 | 35 mm thick shutters | Sqm | 26.55 | 4,111.95 | 1,09,172.27 |
| 11 | Second class teak wood | Sqm | 26.55 | 3,323.2 | 88,230.96 |
| Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes (weight not less than 10 kg per sqm) fixing with ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws. | — | — | — | — | |
| Second class teak wood | — | — | — | — | |
| 12 | 35 mm thick | Sqm | 4.32 | 4,940.2 | 21,341.66 |
| Extra if louvers (not exceeding 0.2 sqm) are provided in flush door shutters (overall area of door shutters to be measured). | — | — | — | — | |
| 13 | Decorative type door | Sqm | 9 | 405.45 | 3,649.05 |
| MISCELLANEOUS-WOOD WORK | — | — | — | — | |
| Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete : | — | — | — | — | |
| 2nd class teak wood | — | — | — | — | |
| 14 | 50 x 20 mm | Metre | 545.9 | 271.75 | 1,48,348.33 |
| Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. | — | — | — | — | |
| 15 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 394.2 | 238.35 | 93,957.57 |
| 16 | Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150 mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). | Each | 198 | 228.85 | 45,312.3 |
| BRIGHT FINISHED M.S. FITTINGS | — | — | — | — | |
| Providing and fixing ISI marked IS:1341 M.S. pressed butt hinges bright finished with necessary screws etc. complete : | — | — | — | — | |
| 17 | 125x65x2.12 mm | Each | 132 | 53 | 6,996 |
| BRASS FITTINGS | — | — | — | — | |
| Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : | — | — | — | — | |
| 18 | 250x10 mm | Each | 33 | 441.6 | 14,572.8 |
| Providing and fixing bright finished brass door latch with necessary screws etc. complete : | — | — | — | — | |
| 19 | 300x16x5 mm | Each | 3 | 322.2 | 966.6 |
| Providing and fixing bright finished brass handles with screws etc. complete: | — | — | — | — | |
| 20 | 125 mm | Each | 33 | 256.65 | 8,469.45 |
| GYPSUM BOARD PARTITIONS | — | — | — | — | |
| Providing and fixing magnetic catcher of approved quality in cupboard / ward robe shutters, including fixing with necessary screws etc. complete. | — | — | — | — | |
| 21 | Triple strip vertical type | Each | 144 | 52.5 | 7,560 |
| 22 | 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 | 100.47 | 2,829.25 | 2,84,254.75 |
| 23 | Providing and fixing 19 mm thick both side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand boxes, shelves, racks, almirah, cupboard and drawer etc. including necessary nails, screws etc. complete as per direction of Engineer-in-charge. | Sqm | 671.06 | 2,593.15 | 17,40,159.24 |
| 24 | Providing and fixing stainless steel soft closing spring hinges at 0 degree hinges (hydraulic type) of approved make/brand to cupboard shutters with full threaded steel screws including making necessary recess in board and finished etc. complete as per direction of Engineer-in-charge. | Each | 432 | 272 | 1,17,504 |
| STEEL WORK | — | — | — | — | |
| General | — | — | — | — | |
| 25 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 500 | 117.35 | 58,675 |
| FLOORING | — | — | — | — | |
| TERRAZO FLOORING | — | — | — | — | |
| 40 mm thick marble chips flooring, rubbed and polished to granolithic finish, under layer 28 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size) and top layer 12 mm thick with white, black, chocolate, grey yellow or green marble chips of sizes from 7 mm to 10 mm nominal size, laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 2:3 (2 cement marble powder mix : 3 marble chips) by volume, including cement slurry etc. complete : | — | — | — | — | |
| 26 | Dark shade pigment with ordinary cement | Sqm | 180 | 1,110.75 | 1,99,935 |
| 27 | Light shade pigment with white cement | Sqm | 180 | 1,164.25 | 2,09,565 |
| Marble chips skirting up to 30 cm height, rubbed and polished to granolithic finish, top layer 6 mm thick with white, black, chocolate, grey, yellow or green marble chips of sizes from smallest to 4 mm nominal size, laid in cement marble powder mix 3:1 (3cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume : | — | — | — | — | |
| 18 mm thick with under layer 12 mm thick in cement plaster 1:3 (1 cement : 3 coarse sand) : | — | — | — | — | |
| 28 | Dark shade pigment with ordinary cement | Sqm | 50 | 1,864.3 | 93,215 |
| 29 | Light shade pigment with white cement | Sqm | 50 | 1,891.05 | 94,552.5 |
| Providing and fixing glass strips in joints of terrazzo/ cement concrete floors. | — | — | — | — | |
| 30 | 40 mm wide and 4 mm thick | Metre | 1200 | 91.75 | 1,10,100 |
| ROOFING | — | — | — | — | |
| RAIN WATER SPOUT AND PIPE | — | — | — | — | |
| Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37 mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50 mm long with 6 mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with : | — | — | — | — | |
| 31 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | Sqm | 350 | 1,355.8 | 4,74,530 |
| Providing & fixing false ceiling at all height including providing & fixing of framework made of special section, power pressed from M.S. sheets and galvanised with zinc coating of 120 gms/ sqm (both side inclusive) as per IS : 277 and consisting of angle cleat of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37 mm, at 1200 mm c/c, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50 mm long with 6 mm dia bolts, other flange of cleat fixed to the angle hangers of 25 x10 x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I channels 45 x15 x 0.90 mm running at the spacing of 1200 mm c/c, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm c/c, shall be fixed in a direction perpendicular to G.I intermediate channel with connecting clip made out of 2.64 mm dia x 230 mm long G.I wire at every junction, including fixing perimeter channels 0.50 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/ partitions with the help of Rawl plugs at 450 mm centre, with 25 mm long dry wall screws @ 230 mm interval, including fixing of Calcium Silicate Board to ceiling section and perimeter channels with the help of dry wall screws of size 3.5 x25 mm at 230 mm c/c, including jointing & finishing to a flush finish of tapered and square edges of the board with recommended jointing compounds, jointing tapes, finishing with jointing compounds in three layers covering up to 150 mm on both sides of joints and two coats of primer suitable for boards, all as per manufacture's specification and also including the cost of making opening for light fittings, grills, diffusers, cut outs made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in charge but excluding the cost of painting with: | — | — | — | — | |
| 32 | 8 mm thick Calcium Silicate Board made with Calcareous & Siliceous materials reinforced with cellulose fiber manufactured through autoclaving process. | Sqm | 19.7 | 1,572.3 | 30,974.31 |
| FINISHING | — | — | — | — | |
| CEMENT PLASTER (IN COARSE SAND) | — | — | — | — | |
| 15 mm cement plaster on rough side of single or half brick wall of mix: | — | — | — | — | |
| 33 | 1:6 (1 cement: 6 coarse sand) | Sqm | 50.92 | 395.35 | 20,131.22 |
| 20 mm cement plaster of mix : | — | — | — | — | |
| 34 | 1:6 (1 cement: 6 coarse sand) | Sqm | 356.7 | 466.05 | 1,66,240.04 |
| EXTERIOR FINISHING | — | — | — | — | |
| Finishing walls with Acrylic Smooth exterior paint of required shade : | — | — | — | — | |
| 35 | 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 | 450 | 160.6 | 72,270 |
| Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : | — | — | — | — | |
| 36 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture | Sqm | 350 | 176.25 | 61,687.5 |
| Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. | — | — | — | — | |
| 37 | On steel work | Sqm | 41.4 | 241.75 | 10,008.45 |
| French spirit polishing : | — | — | — | — | |
| 38 | Two or more coats on new works including a coat of wood filler | Sqm | 25.34 | 446.25 | 11,307.98 |
| 39 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. | Sqm | 1400 | 156.05 | 2,18,470 |
| Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. | — | — | — | — | |
| 40 | Two coats | Sqm | 1400 | 142.8 | 1,99,920 |
| Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. | — | — | — | — | |
| 41 | With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre | Sqm | 1400 | 73.95 | 1,03,530 |
| 42 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete | Sqm | 1800 | 19.75 | 35,550 |
| REPAIRS TO BUILDING | — | — | — | — | |
| FINISHING | — | — | — | — | |
| 43 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. | Sqm | 50 | 338.25 | 16,912.5 |
| 44 | Repair to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sqm and under, including cutting the patch in proper shape, raking out joints and preparing plastering the wall surface with white cement based polymer modified self curing mortar, including disposal of rubbish, all complete as per the direction of Engineer-In-Charge. | Sqm | 450 | 670.95 | 3,01,927.5 |
| DISMANTLING AND DEMOLISHING | — | — | — | — | |
| General | — | — | — | — | |
| 45 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | cum | 8.06 | 3,551.25 | 28,623.08 |
| Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. | — | — | — | — | |
| 46 | In cement mortar | cum | 38.78 | 2,060.2 | 79,894.56 |
| Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead : | — | — | — | — | |
| 47 | Of area 3 sq. metres and below | Each | 19 | 143.5 | 2,726.5 |
| Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. | — | — | — | — | |
| 48 | For thickness of tiles 10 mm to 25 mm | Sqm | 599.6 | 73.4 | 44,010.64 |
| 49 | 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 | 78.27 | 263.95 | 20,659.37 |
| WATER PROOFING | — | — | — | — | |
| General | — | — | — | — | |
| 50 | Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of:(i) Ist course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming to IS: 2645 in recommended proportions including rounding off junction of vertical and horizontal surface.(ii) IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface.(iii) IIIrd course of applying blown or residual bitumen applied hot at1.7 kg. per sqm of area.(iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @1.7 kg/sqm). | Sqm | 84.99 | 769.6 | 65,408.3 |
| NEW TECHNOLOGIES AND MATERIALS | — | — | — | — | |
| PREFAB/PRECAST TECHNOLOGY | — | — | — | — | |
| 51 | Providing and fixing Scaffolding net of required width made of high density Polyethylene UV stabilized knitted on warp knitting machines having density 100 grams / sqm and shading coefficient minimum 75% around the construction site/ for vertical extension as per requirement including fastening/tying with building/scaffolding pipes or with any other fixtures etc. complete as per direction of Engineer-in- Charge. (One time payment shall be made for providing Scaffolding net from start of work till completion of work including shifting if any. The Scaffolding net shall be the property of the contractor on completion of the work) | Sqm | 500 | 29.25 | 14,625 |
| Schedule total | ₹65,77,165.89 | ||||
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