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Tender Value
₹9.2 Cr
EMD Value
₹6.1 L
Closing Date
7 Apr 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
GENERAL
24 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 N= Number of years prescribed for completion of work for which bids have been invited. The average annual contractual turnover shall be calculated as an average of "total contractual payments" in the previous three financial years, as per the audited balance sheet. However, in case balance sheet of the previous year is yet to be prepared/audited, the audited balance sheet of the fourth previous year shall be considered for calculating average annual contractual turnover. The tenderers shall submit requisite information as per Annexure-VIB, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
(a) Attested Certificates(s) issued by Executive or Nominated Authority of the government Departments or Semi-Government/Public Sector Undertakings for the value of the work done for them during the qualifying period including current financial year certifying the bill amounts paid Agreement-wise and Date-wise or attested photo copy of such certificate. Such certificates will be accepted only from Govt. / Govt. bodies / PSUs authorities. Certificates issued by Private Bodies will not be considered.
NOTE: (i) Financial Year shall normally, be reckoned as 1st April to 31st March of the Next Year. However, for Turnover Criteria, the Financial Year as applicable to the Company /Tenderer is to be considered, if it defers from the above. (ii) Current Financial year is reckoned as the incomplete Financial year in which the date of tender submission falls. (iii) Chartered Accountant statements duly indicating yearly receipts will not be considered until and unless backed by Audited Balance Sheets or Provisional Balance sheet. (iv) (v) If the tender is not accompanied by the certificate(s) in support of financial eligibility as above, the tender shall be rejected. No post-tender correspondence will be entertained.
If JV firms are allowed to participate; Financial eligibility of the JV Firm shall be adjudged based on satisfactory fulfillment of the Para No.17.15.2 of J.V guide lines of IRSGCC April - 2022 [with up to date correction slip].
Definition of similar work: a. Any Civil Engineering work having RCC component (Value of component in tender Rs. 61160723) and b. steel structure work (Value of component in tender Rs. 30654470). Tenderer should have valid Electrical Contractor's License in his/their name or he should give an undertaking that he will engage capable agencies for Electrical work who has the valid Electrical Contractor's license in his/their own name. Note: Single or Separate completed work of minimum required value shall be considered for fulfilment of Technical Eligibility Criteria for above two different components (1. RCC component and 2. Steel Structure Work Component) as per para 10.1 of IRSGCC 2022.
78 conditions · 29 needing a document upload
Uploading of Proforma -18 attached with Tender document (Certificate signed by Tenderer and Chartered Accountant), w he n balance sheet for the first previous year is yet to be prepared/ audited.
Proforma-16 for self-certificate in regard to meeting the Minimum Local Content requirements as per Make in India Policy for Procurement order value less than of Rs. 10 Crores. OR Proforma-17 for Certificate from the statutory auditor or cost auditor of the company (in the case of companies) or from a practicing cost accountant or practicing chartered accountant (in respect of suppliers other than companies) giving the percentage of Local Content as per Make in India Policy for Procurement Order Value more than Rs.10 Crores. Provisions of Make in India Policy 2017 (revised during 2024 vide Department for Promotion of Industry and Trade, Ministry of Commerce and Industry's letter No. P-45021/2/2017-PP (BE-II)-Part(4)Vol.II dated 19.07.2024) issued by Govt. of India, as amended from time to time, shall be followed for consideration of tenders.
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.
(i) The tenderer shall clearly specify whether the tender is submitted on his own (Proprietary Firm) or on behalf of a Partnership Firm / Company / Joint Venture (JV) / Registered Society / Registered Trust / Hindu Undivided Family (HUF) / Limited Liability Partnership (LLP) etc. The tenderer(s) shall enclose the attested copies of the constitution of their concern, and copy of PAN Card along with their tender. Tender Documents in such cases are to be signed by such persons as may be legally competent to sign them on behalf of the firm, company, association, trust or society, as the case may be. (ii) documents shall be submitted according to clause 14 of IRGCC 2022:
This tender complies with PUBLIC PROCUREMENT POLICY ORDER-2017 dated 15.06.2017. 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. Provisions of Make in India Policy 2017 issued by Govt. of India, as amended from time to time, shall be followed for consideration of tenders.
The General Conditions of Contract governing the performance of the works covered by this tender are the Indian Railway Standard General Conditions of Contract [IRSGCC] as amended from time to time up to date. A soft copy of the Indian Railway Standard General conditions of Contract is uploaded in the attached documents to the tender for reference. Hard copy of IRSGCC (with up-to-date correction slip) may be perused in the office of the Principal Chief Engineer Officer/ South Western Railway / Hubballi - 580020. The tenderer/s is/are deemed to have kept himself/themselves fully Informed of the provisions of the IRS General conditions of Contract including all corrections and Amendments issued up to date while submission of offer and any claim that he/they is/are not aware of any amendment or correction slip to the IRSGCC shall not be entertained.
STUDY OF DRAWINGS AND LOCAL CONDITIONS: The drawings for the works can be seen in the office of the General Manager/Divisional Railway Manager. It should be noted that these drawings are meant for general guidance only and Railway may suitably modify them during the execution of work according to the circumstances without making the Railways liable for any claims on account of such changes. If there is any variation between the description in the tender and the detailed plans, the Engineer-in-Charge will operate the correct description and his decision is final and binding on the tenderer/ Contractor. The Tenderer/Contractor is required to inspect the sites of works and acquaint himself with the site conditions, availability of approaches for transporting of men and materials, space and other factors relating to the works, availability of labour, electricity and water, etc., before quoting his rates. The extent of lead and lift involved in the execution of works and any difficulties involved in the execution of work should also be examined before formulating the rates for complete items of works described in the schedule. The Tender submitted will be deemed to have been made after such inspection.
DRAWINGS FOR WORKS: The percentage rates for the schedule items and itemized rates for the non-scheduled items quoted by the tenderer as may be accepted by the railways will, hold good irrespective of any changes, modifications, alterations, additions, omissions in the locations of structures and detailed drawings, specifications and/or the manner of executing the work. It should be specifically noted that some of the detailed drawings may not have been finalized by the Railway and will, therefore, be supplied to the contractor as and when they are finalized on demand. No compensation whatsoever on this account shall be payable by the Railway Administration. No claim whatsoever will be entertained by the Railway on account of any delay or hold up of the works arising out of delay in approval of drawings, changes, modifications, alterations, additions, omission and the site layout plans or detailed drawings and design and/or late supply of such material as are required to be arranged by the Railway or due to any other factor on Railway Accounts.
Manual tenders, supporting documents etc., sent by Post/FAX/Courier or in Person SHALL NOT BE ACCEPTED.
All requisite documents are to be properly submitted online only and the bidders should ensure that the content of the documents uploaded is distinctly legible /readable.
CORRIGENDUM NOTICE ON IREPS: Railway may modify the tender document by issuing online corrigendum through "www.ireps.gov.in" 15 days prior to the tender closing date. For the purpose of CORRIGENDUM in the tender, NIT period is splitted as under: (a) ADVERTISEMENT PERIOD: The time during which all information pertaining to tender shall be available but offers cannot be submitted (b) OFFER SUBMISSION PERIOD: 15 days prior to closing of tender, during which tenderers can submit their offer.
If the Bid of a Tenderer is seriously unbalanced in relation to the Engineer's estimate of the cost of work to be performed under the contract, the Railways may require the tenderer to produce detailed price analysis for any or all items of the Tender Schedule, to demonstrate the internal consistency of those prices with the construction methods and schedule proposed.
No Technical and Financial credentials are required for tenders having value up to Rs 50 lakh. For tenders valuing more than Rs. 50.00 lakh: The offer of Tenderer(s) who do not enclose Experience Certificate & Turnover Certificate with requisite details, and supporting documents along with their Tender to establish their credentials shall be summarily rejected, even though they are working contractors or contractors on approved list.
The offer shall be evaluated only from the certificates/documents submitted along with the tender offer.
Any Certificate /Documents offered / submitted /received after the tender opening shall not be given any credit and shall not be considered.
Attestation of documents may be self attested or attested by a Gazetted Officer.
Railwayreservestherighttoverifythe authenticityofthe documents/information furnished.
IRSGCC para 6.0 of part-I (a)(ii) 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. (a)(iii) The successful tenderer who is liable to be registered under CGST/IGST/UTGST/SGST Act shall submit GSTIN along with other details required under CGST/IGST/ UTGST /SGST Act to railway immediately after 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. (a)(iv) In case the successful tenderer is not liable to be registered under CGST/IGST/UTGST/ SGST Act, the railway shall deduct the applicable GST from his/their bills under reverse charge mechanism (RCM) and deposit the same to the concerned authority. (b) When work is tendered for by a firm or company, the tender shall be signed by the individual legally authorized to enter into commitments on their behalf. (c) The Railway will not be bound by any power of attorney granted by the tenderer or by changes in the composition of the firm made subsequent to the execution of the contract. It may, however, recognize such power of attorney and changes after obtaining proper legal advice, the cost of which will be chargeable to the Contractor.
Increase/decrease of TAXES: if rates of existing GST or cess on GST for Works Contract is increased or any new tax /cess on Works Contract is imposed by Statute after the date of opening of tender but within the original date of completion/date of completion extended under clause 17 & 17A and the Contractor thereupon properly pays such taxes/cess, the Contractor shall be reimbursed the amount so paid. Further, if rates of existing GST or cess on GST for Works Contract is decreased or any tax/cess on Works Contract is decreased / removed by Statute after the date of opening of tender, the reduction in tax amount shall be recovered from Contractor's bills/Security Deposit or any other dues of Contractor with the Government of India.
Fixed Deposit Receipts (FDRs) submitted after award of tender towards Security Deposit/Performance Guarantee should be with automatic renewal facility only.
CONSORTIUM AGREEMENTS AND MOUS SHALL NOT BE CONSIDERED FOR PARTICIPATING IN THIS TENDER.
Tenderer(s) shall note that conditional/alternate offer will not be considered and will summarily be rejected, even though such condition makes them as the lowest tenderer.
Shramik kalyan While processing payment of any 'On Account Bill' or 'Final Bill' or release of 'Advances' or 'Performance Guarantee / Security deposit', contractor shall submit a certificate to the Engineer or Engineer's representatives that "I have uploaded the correct details of contract labours engaged in connection with this contract and payments made to them during the wage period in Railway's Shramik kalyan portal at 'www.shramikkalyan.indianrailways.gov.in' till ____Month, ____Year.
Date of inviting tender shall be the date of publishing tender notice on IREPS website if tender is published on website or the date of publication in newspaper in case tender is not published on website.
KSR Bengaluru: Proposed construction of sports complex including electrical portion near MG Colony cricket ground at KSR Bengaluru. Maintenance period is 36months. (Composite tender)
04SBC26of26-02-26Item-04
04SBC26of26-02-26Item-04
Open
Works - General
15 Months
Dharwad, Karnataka
₹0
₹6.1 L
23 Mar 2026
27 Feb 2026
9 Mar 2026
337 items across 11 schedules · ₹3,55,35,032.43 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 | 50 | 494.1 | 24,705 |
| 2 | All kinds of soil. | cum | 170 | 260.3 | 44,251 |
| 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 | 100 | 196 | 19,600 |
| 4 | 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 | 8 | 6,812 | 54,496 |
| 5 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) | Sqm | 37 | 410.85 | 15,201.45 |
| 6 | Concrete of M15 grade with minimum cement content of 240 kg /cum | cum | 71 | 8,986.15 | 6,38,016.65 |
| 7 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 500 | 392.15 | 1,96,075 |
| 8 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 490 | 736.4 | 3,60,836 |
| 9 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 100 | 961.3 | 96,130 |
| 10 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 29000 | 107.85 | 31,27,650 |
| 11 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 15000 | 107.85 | 16,17,750 |
| 12 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 290 | 9,504.75 | 27,56,377.5 |
| 13 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 100 | 9,860.4 | 9,86,040 |
| 14 | Providing and laying Autoclaved Aerated Concrete (AAC) blocks masonry 100 mm / 125 mm thick with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to IS: 2185 (Part 3) in super structure above plinth level up to floor V level in cement mortar 1:4 (1 cement : 4 coarse sand). The rate includes providing and placing in position 2 Nos 6 mm dia M.S. bars at every third course of masonry work. | cum | 120 | 10,195.45 | 12,23,454 |
| 15 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 60 | 7,311.25 | 4,38,675 |
| 16 | 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 | 140 | 5,015.05 | 7,02,107 |
| 17 | Sal wood | cum | 1 | 1,16,520.3 | 1,16,520.3 |
| 18 | Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4 mm wide aperture with matching wood beading | Sqm | 23 | 1,800.45 | 41,410.35 |
| 19 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 40 | 2,172.1 | 86,884 |
| 20 | On one side only | Sqm | 40 | 478 | 19,120 |
| 21 | Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). | Sqm | 40 | 462.35 | 18,494 |
| 22 | 25 mm dia | Metre | 40 | 525.55 | 21,022 |
| 23 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 2500 | 238.35 | 5,95,875 |
| 24 | 250x10 mm | Each | 52 | 441.6 | 22,963.2 |
| 25 | 200x10 mm | Each | 52 | 358.4 | 18,636.8 |
| 26 | Providing and fixing chromium plated brass night latch of approved quality including necessary screws etc. complete. | Each | 20 | 952.8 | 19,056 |
| 27 | 125 mm | Each | 110 | 231.05 | 25,415.5 |
| 28 | 1.0 mm thick | Sqm | 40 | 897.3 | 35,892 |
| 29 | 10mm thick | Sqm | 100 | 1,790.95 | 1,79,095 |
| 30 | Using R3 series with frame (98 mm & above) x (40 mm & above) & both glazed and fly screen sash (30 mm & above) x (55 mm & above) with zinc alloy (zamak) powder coated handle on every glazed panel along with multi-point locking system. (Height upto 1.8m) | Sqm | 45 | 10,874.2 | 4,89,339 |
| 31 | Using R1 series with frame (33mm & above ) x (35mm & above) & sash /mullion (33mm & above) x (50 mm & above). (Height upto 0.90meter). | Sqm | 7 | 13,201.2 | 92,408.4 |
| 32 | 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 | 313000 | 133.7 | 4,18,48,100 |
| 33 | Hot finished welded type tubes | Kg | 10000 | 194.4 | 19,44,000 |
| 34 | Size of Tile 600 x 1200 mm | Sqm | 1140 | 1,798.8 | 20,50,632 |
| 35 | Size of Tile 600 x 600 mm | Sqm | 350 | 1,464.85 | 5,12,697.5 |
| 36 | Deduct for not using 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) bedding in laying of floor tiles and jointing with grey cement slurry @ 3.3 kg/ sqm. | Sqm | 1490 | -850.1 | -12,66,649 |
| 37 | Providing fixing thermal insulation of ceiling (under deck insulation) with Resin Bonded Fibre glass wool conforming to IS : 8183, density 24kg / m3, 50mm thick, wrapped in 200 G Virgin Polythene bags, fixed to ceiling with metallic cleats (50x50x3 mm) @ 60 cm and wire mesh of 12.5 mm x 24 gauge wire mesh, for top most ceiling of building. | Sqm | 900 | 703.05 | 6,32,745 |
| 38 | 110 mm diameter | Metre | 200 | 377.4 | 75,480 |
| 39 | 110 mm | Each | 30 | 136.15 | 4,084.5 |
| 40 | 110x110x110 mm | Each | 20 | 234.15 | 4,683 |
| 41 | 110 mm bend | Each | 20 | 150.35 | 3,007 |
| 42 | 110 mm Shoe | Each | 20 | 131.85 | 2,637 |
| 43 | 2 mm thick corrugated (2.5" or 4.2" or 6") or step-down (2" or 3" or 6" ) as specified | Sqm | 100 | 1,401.35 | 1,40,135 |
| 44 | 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 | 900 | 738.65 | 6,64,785 |
| 45 | Ridges plain (500 - 600mm) | Metre | 80 | 532.35 | 42,588 |
| 46 | Gutter (600 mm over all girth) | Metre | 50 | 1,313.7 | 65,685 |
| 47 | 8 mm thick Calcium Silicate Board made with Calcareous & Siliceous materials reinforced with cellulose fiber manufactured through autoclaving process. | Sqm | 2500 | 1,572.3 | 39,30,750 |
| 48 | 0.71 mm Aluminium profile with center to center pitch of 175 mm, depth of 46 mm, top crest width of 41 mm, bottom valley width of 80 mm, overall profile width of 1144 mm, cover width 1050 mm. | Sqm | 150 | 1,616.45 | 2,42,467.5 |
| 49 | 1:6 (1 cement: 6 fine sand) | Sqm | 2500 | 333.35 | 8,33,375 |
| 50 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 5300 | 262.7 | 13,92,310 |
| 51 | Two or more coats on new work | Sqm | 4000 | 155.9 | 6,23,600 |
| 52 | Two coats | Sqm | 5300 | 142.8 | 7,56,840 |
| 53 | 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 | 1870 | 338.25 | 6,32,527.5 |
| 54 | Nominal concrete 1:4:8 or leaner mix (including equivalent design mix) | cum | 50 | 1,503.6 | 75,180 |
| 55 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately). | cum | 238 | 9,823.8 | 23,38,064.4 |
| 56 | Deduct for using of M-20 grade concrete instead of M-25 grade concrete in C.C. pavement. | cum | 238 | -203.8 | -48,504.4 |
| 57 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 8 | 6,767.4 | 54,139.2 |
| 58 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap | Each | 16 | 2,226.35 | 35,621.6 |
| 59 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 16 | 1,683.35 | 26,933.6 |
| 60 | 40 mm dia | Each | 16 | 119.55 | 1,912.8 |
| 61 | Rectangular shape 453x357 mm | Each | 8 | 1,361.8 | 10,894.4 |
| 62 | Providing and fixing floor mounted, white vitreous china single piece, double traps syphonic water closet of approved brand/make, shape, size and pattern including integrated white vitreous china cistern of capacity 10 litres with dual flushing system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts and gasket etc including making connection with the existing P/S trap, complete in all respect as per directions of Engineer-in-Charge. | Each | 8 | 18,212.9 | 1,45,703.2 |
| 63 | 25 mm nominal dia Pipes | Metre | 20 | 401.55 | 8,031 |
| 64 | 50 mm nominal dia Pipes | Metre | 30 | 934.15 | 28,024.5 |
| 65 | 20 mm nominal dia Pipes | Metre | 70 | 537.6 | 37,632 |
| 66 | 20 mm nominal bore | Each | 16 | 93.55 | 1,496.8 |
| 67 | 15 mm nominal bore | Each | 6 | 97.75 | 586.5 |
| 68 | 100 mm diameter | Each | 16 | 193.95 | 3,103.2 |
| 69 | 15 mm nominal bore | Each | 16 | 798.95 | 12,783.2 |
| 70 | 15 mm nominal bore | Each | 15 | 670.45 | 10,056.75 |
| 71 | 15mm nominal bore | Each | 16 | 574.3 | 9,188.8 |
| 72 | Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. | Each | 6 | 74.8 | 448.8 |
| 73 | 100 mm nominal dia | Each | 20 | 37.6 | 752 |
| 74 | 15 mm nominal bore | Each | 8 | 8,803.7 | 70,429.6 |
| 75 | 200 mm diameter | Metre | 30 | 970.35 | 29,110.5 |
| 76 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 5 | 8,150.5 | 40,752.5 |
| 77 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Metre | 5 | 6,680.6 | 33,403 |
| 78 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 45 | 1,176.8 | 52,956 |
| 79 | Upto 5 mm depth and 5 mm width | Metre | 200 | 148.1 | 29,620 |
| 80 | Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self- priming of elastomeric water proofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric water proofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineer-in-Charge. | Sqm | 110 | 563.1 | 61,941 |
| 81 | Design supply & installation of suspended Spider Glazing system designed to withstand the wind pressure as per IS 875 (Part-III). The Suspended System held with Spider Fittings of SS- 316 Grade Steel of approved manufacturer with glass panel having 12 mm thick clear toughened glass held together with SS- 316 Grade Stainless steel Spider & bolt assembly with laminated glass fins 21 mm thick. The Glass fins and glass panel assembly shall be connected to Slab/beams by means of SS- 316 Grade stainless steel brackets & Anchor bolts and at the bottom using SS channel of 50x25x2 mm using fastener & anchor bolts, non staining weather sealants of approved make, Teflon/ nylon bushes and separators to prevent bi-metallic contacts, all complete to perform as per specification and approved drawings. The complete system to be designed to accommodate thermal expansion & seismic movements etc. The joints between glass panels (6 to 8 mm) and gaps at the perimeter & in U channel of the assembly to be filled with non staining weather sealant, so as to make the entire system fully water proof & dust proof. The rate shall include all design, Engineering and shop drawing including approval from structural designer, labour, T& P,scaffolding, other incidental charges including wastage, enabling temporary services all fitting fixers nut bolts, washer, Buffer plates, fastener, anchors,SS channel laminated glass etc. all complete. For the purpose of payment, actual elevation area of Glazing including thickness of joints and the portion of Glass panel inside the SS channel shall be measured. | Sqm | 800 | 9,502.35 | 76,01,880 |
| 82 | Frame size 65 x 100 mm | Metre | 200 | 1,111.3 | 2,22,260 |
| 83 | 30 mm thick | Sqm | 60 | 4,764.2 | 2,85,852 |
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Spl conditions of Electrical work
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ACS-6.pdf
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ACS-5toGCC2022.pdf
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Instructionstobidders.pdf
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GCC2022ACS-3_20230426_1141401.pdf Advanced correction slip - 3
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Advance Correction Slip No.2
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ACS7.pdf
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bidcapacityformat-1-2.pdf
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JPOCablecuts.pdf
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Standardtenderdoc-6.1.pdf
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Proforma-161718.pdf
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ACS-9dated.09.01.2025.pdf
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acs10.pdf
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GCCACS.pdf
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NEFTForm.pdf
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IRGCCApril2022.pdf
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GCC2022ACS-3_20230426_1141401.pdf
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ACS-2toGCC-2022_2022-CE-1-CT-GCC-2022-POLICY_13.12.20221.pdf
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Order-deptforpromotionofindustryandtrade.pdf
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Tenderdoc-sportscomplexatM.Gcolony.pdf
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