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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Tender Value
₹2.0 Cr
EMD Value
₹2.5 L
Closing Date
30 Jul 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
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: Any Civil Engineering work involving Building work /Concrete work. 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 name.
69 conditions · 24 needing a document upload
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:
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.
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.
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.
ADEN/Mandya sub division: Proposed improvements to quarters at Nayandahalli (NHY), Hejjala (HJL), Bidadi (BID), Settihalli (SET), Maddur (MAD), Nidagatta (NZH) and Yeliyur (Y) stations. Maintenance period is 6 months. COMPOSITE TENDER.
15SBC25of04-07-25Item-06
15SBC25of04-07-25Item-06
Open
Works - General
8 Months
Dharwad, Karnataka
₹0
₹2.5 L
30 Jul 2025
4 Jul 2025
116 items across 3 schedules · ₹2,33,60,371.78 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 | 125 | 411.3 | 51,412.5 |
| 2 | All kinds of soil | cum | 75 | 205.45 | 15,408.75 |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | cum | 130 | 253.95 | 33,013.5 |
| 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 | 48 | 368.65 | 17,695.2 |
| 5 | All kinds of soil | cum | 135 | 104.5 | 14,107.5 |
| 6 | 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 | 100 | 6,833.4 | 6,83,340 |
| 7 | 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 175 | 9,375.2 | 16,40,660 |
| 8 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 75 | 307.95 | 23,096.25 |
| 9 | 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 | 28 | 9,673.5 | 2,70,858 |
| 10 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 1000 | 89.65 | 89,650 |
| 11 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 125 | 10,306.2 | 12,88,275 |
| 12 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 15 | 6,653.45 | 99,801.75 |
| 13 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 9 | 8,275.7 | 74,481.3 |
| 14 | Area of slab over 0.50 sqm | Sqm | 75 | 4,425.35 | 3,31,901.25 |
| 15 | Granite work | Metre | 60 | 418.85 | 25,131 |
| 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 metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm 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 item.s 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 Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. | Sqm | 230 | 4,474.2 | 10,29,066 |
| 17 | Second class teak wood | cum | .5 | 1,31,576.95 | 65,788.48 |
| 18 | 30 mm thick shutters | Sqm | 35 | 3,360.7 | 1,17,624.5 |
| 19 | 5.0 mm thick glass panes (weight not less than 12.50 kg/sqm). | Sqm | 25 | 2,231.2 | 55,780 |
| 20 | Fixed to steel windows by welding | Kg | 250 | 181 | 45,250 |
| 21 | Providing and fixing chromium plated 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 | 75 | 817.5 | 61,312.5 |
| 22 | 250x16 mm | Each | 75 | 234.9 | 17,617.5 |
| 23 | 150x10 mm | Each | 75 | 75.55 | 5,666.25 |
| 24 | 125 mm | Each | 115 | 60.05 | 6,905.75 |
| 25 | Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32 mm 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 2mm 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 | 33 | 702.6 | 23,185.8 |
| 26 | 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 | 25 | 3,496.75 | 87,418.75 |
| 27 | Three track three panels sliding window with fly proof SS wire mesh (Two nos. glazed & one no. wire mesh panels) made of (small series) frame 92 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 +/- 0.2 mm and single glazing bead of appropriate dimension (Area of window upto 1.75 sqm). | Sqm | 40 | 10,030.3 | 4,01,212 |
| 28 | 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 | 2150 | 93.05 | 2,00,057.5 |
| 29 | 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 | 2550 | 111.95 | 2,85,472.5 |
| 30 | 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, i/c 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 | 175 | 612.25 | 1,07,143.75 |
| 31 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 60 | 7,958.65 | 4,77,519 |
| 32 | Light shade pigment using white cement | Sqm | 45 | 1,233.05 | 55,487.25 |
| 33 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. | Sqm | 150 | 935.6 | 1,40,340 |
| 34 | Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement: 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. | Sqm | 150 | 1,142.8 | 1,71,420 |
| 35 | Size of Tile 600x600 mm | Sqm | 150 | 1,416.65 | 2,12,497.5 |
| 36 | 110 mm diameter | Metre | 115 | 319.75 | 36,771.25 |
| 37 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | Sqm | 45 | 1,145.95 | 51,567.75 |
| 38 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in- charge) 0.50 mm (+ 0.05 %) total coated thickness 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 | 200 | 671.55 | 1,34,310 |
| 39 | 1:6 (1 cement: 6 fine sand) | Sqm | 480 | 282 | 1,35,360 |
| 40 | 1:3 (1 cement : 3 fine sand) | Sqm | 100 | 253.05 | 25,305 |
| 41 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works | Sqm | 45 | 55.5 | 2,497.5 |
| 42 | Two or more coats on new work | Sqm | 450 | 131.45 | 59,152.5 |
| 43 | Two or more coats on new work | Sqm | 1440 | 121.45 | 1,74,888 |
| 44 | 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 | 150 | 123.85 | 18,577.5 |
| 45 | Two coats | Sqm | 19000 | 116.05 | 22,04,950 |
| 46 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 40 | 2,007.1 | 80,284 |
| 47 | Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) | cum | 50 | 1,239.6 | 61,980 |
| 48 | In cement mortar | cum | 15 | 2,027.1 | 30,406.5 |
| 49 | G.S. Sheet | Sqm | 60 | 136 | 8,160 |
| 50 | 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 | 100 | 219.35 | 21,935 |
| 51 | Good earth | cum | 29 | 624.55 | 18,111.95 |
| 52 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. | Sqm | 140 | 951 | 1,33,140 |
| 53 | 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 for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). | cum | 25 | 8,613.55 | 2,15,338.75 |
| 54 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 14 | 5,540.55 | 77,567.7 |
| 55 | Single half stall urinal with 5 litre P.V.C. automatic flushing cistern | Each | 14 | 10,128.3 | 1,41,796.2 |
| 56 | Single squatting plate with 5 litre P.V.C. automatic flushing cistern | Each | 14 | 7,752.6 | 1,08,536.4 |
| 57 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap | Each | 14 | 1,913.75 | 26,792.5 |
| 58 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 14 | 1,500.05 | 21,000.7 |
| 59 | 10 litre capacity - White | Each | 14 | 1,023.05 | 14,322.7 |
| 60 | Rectangular shape 1500x450 mm | Each | 14 | 1,817.2 | 25,440.8 |
| 61 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. | Each | 14 | 146.3 | 2,048.2 |
| 62 | 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. | Each | 14 | 600.35 | 8,404.9 |
| 63 | 20 mm nominal dia Pipes | Metre | 100 | 325.1 | 32,510 |
| 64 | 25 mm nominal dia Pipes | Metre | 105 | 408.55 | 42,897.75 |
| 65 | 50 mm nominal dia Pipes | Metre | 105 | 927 | 97,335 |
| 66 | 25 mm nominal dia Pipes | Metre | 90 | 370.65 | 33,358.5 |
| 67 | 50 mm nominal dia Pipes | Metre | 90 | 811.85 | 73,066.5 |
| 68 | 100 mm nominal dia Pipes | Metre | 50 | 2,811.75 | 1,40,587.5 |
| 69 | 50 mm dia nominal bore | Metre | 125 | 654.2 | 81,775 |
| 70 | 80 mm dia nominal bore | Metre | 125 | 919.1 | 1,14,887.5 |
| 71 | 15 mm nominal bore | Each | 14 | 303.85 | 4,253.9 |
| 72 | 20 mm nominal bore | Each | 190 | 327.95 | 62,310.5 |
| 73 | 25 mm nominal bore | Each | 9 | 532.35 | 4,791.15 |
| 74 | 50 mm nominal bore | Each | 14 | 878.25 | 12,295.5 |
| 75 | 80 mm nominal bore | Each | 1 | 2,227.6 | 2,227.6 |
| 76 | Horizontal | Each | 1 | 815.05 | 815.05 |
| 77 | Vertical | Each | 1 | 1,049.2 | 1,049.2 |
| 78 | 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. | Litre | 2000 | 9.7 | 19,400 |
| 79 | 100 mm dia | Each | 1 | 8,214.1 | 8,214.1 |
| 80 | 80 mm dia nominal bore | Each | 1 | 3,266.1 | 3,266.1 |
| 81 | 150 mm dia. R.C.C. pipe | Metre | 105 | 493.1 | 51,775.5 |
| 82 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 100 | 433.95 | 43,395 |
| 83 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 100 | 531.8 | 53,180 |
| 84 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 95 | 1,019.8 | 96,881 |
| 85 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : (a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours. (b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. | Sqm | 175 | 516.6 | 90,405 |
| 86 | Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured. | Sqm | 480 | 585.55 | 2,81,064 |
| 87 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) | cum | 35 | 7,510.75 | 2,62,876.25 |
| 88 | Cement mortar 1:4 (1cement : 4 coarse sand) | cum | 35 | 13,378.15 | 4,68,235.25 |
| 89 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 95 | 8,086.6 | 7,68,227 |
| Schedule total | ₹1,49,15,322.68 | ||||
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