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Tender Value
₹1.1 Cr
EMD Value
₹2.3 L
Closing Date
30 Apr 2026, 3:15 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
DEN N
20 conditions · 2 needing a document upload
Financial Eligibility Criteria: 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.
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.
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% 1.2.1 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.
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 1.2.2 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.
Technical Eligibility Criteria: (a)The tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i)Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or (ii)Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or (iii)One similar work costing not less than the amount equal to 60% of advertised value of the tender (b) (1)In case of tenders for composite works(e.g. works involving more than one distinct component, such as Civil Engineering works, S&T works, Electrical works, OHE works etc. and in the case of major bridges substructure, superstructure etc.), tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i)Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, or (ii)Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or (iii)One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender. Note for b(1): Separate completed works of minimum required values shall also be considered for fulfillment of technical eligibility criteria for different components. (b)(2)In such cases, what constitutes a component in a composite work shall be clearly pre-defined with estimated tender cost of it, as part of the tender documents without any ambiguity. (b) (3) To evaluate the technical eligibility of tenderer, only components of work as stipulated in tender documents for evaluation of technical eligibility, shall be considered. The scope of work covered in other remaining components shall be either executed by tenderer himself if he has work experience as mentioned in clause 7 of the Standard General Conditions of Contractor through subcontractor fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract or jointly i.e., partly himself and remaining through subcontractor, with prior approval of Chief Engineer in writing. However, if required in tender documents by way of Special Conditions, a formal agreement duly notarised, legally enforceable in the court of law, shall be executed by the main contractor with the subcontractor for the component(s) of work proposed to be executed by the subcontractor(s), and shall be submitted along with the offer for considering subletting of that scope of work towards fulfilment of technical eligibility. Such subcontractor must fulfill technical eligibility criteria as follows: The subcontractor shall have successfully completed at least one work similar to work proposed for subcontract, costing not less than 35% value of work to be subletted, in last 5 years, ending last day of month previous to the one in which tender is invited through a works contract. Note: for subletting of work costing up to Rs 50 lakh, no previous work experience of subcontractor shall be asked for by the Railway.
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, 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.
Para 1.2 & its sub para of standard financial criteria are also applicable during evaluation of technical credential of partnership firm.
Defination of Similar Work :- 'Any type of civil work viz building up to G+4 and structure work, pipe line, under ground and overhead tanks, foundation treatment works in any Railway embankment /cutting, any earth work, cover over platform, bore wells, level crossing works including lifting barriers, cement concrete apron works'.
32 conditions · 7 needing a document upload
Tenderers should show discount in the rate schedule only, instead of anywhere else in the offer. Discounts not shown at designated place will be summarily ignored for assigning inter se ranking of offers. Conditional discount will not be considered for adjudging the inter-se position i.e. rate quoted without any conditions attached (viz. Discount/ Rebates having linkages to quantity, rates payment etc.) will only be considered for evaluation purpose. In other words, discounted rates linked to quantities, rates, prompt payment etc. will be ignored for determining inter-se position. Railway, however reserves the right to use the discounted rate/ rates considered workable and appropriate, for counter offer to the successful tenderers.
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. 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 authorities due to reasons mentioned below but not limited to: Wrong/incorrect invoices issued by Contractor ; No-filing of GST returns; Non payment of GST collected from Indian Railways to the authorities; Any other non compliance done by 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 provisions including non reporting of invoices in GST returns. Such payment shall be released after proper verification of records and availability of ITC to Indian Railways as per provisions of GST Law. 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, offailure by the contractor to comply with the provisions of GST and related laws, or based upon or arising from any failure by the Contractor {After award of LOA it should be indemnify otherwise action may be taken by competent authority and will be binding upon contractor).(ACS-6 dtd 21.12.2023). ( Click here to download Format)
The Bid Security shall be deposited either in cash through e payment gateway or submitted as Bank Guarantee bond from a scheduled commercial bank of India or as mentioned in tender documents. The Bank Guarantee bond shall be as per Annexure VIA and shall be valid for a period of 90days beyond the bid validity period. In case, submission of Bid Security in the form of Bank Guarantee, following shall be ensured: (i).A scanned copy of the Bank Guarantee shall be uploaded on e-Procurement Portal (IREPS) while applying to the tender. (ii).The original Bank Guarantee should be delivered to Chief Office Superintendent Rate before closing date for submission of bids i.e., excluding the last date of submission of bids. (ACS-5 dtd 20.10.02023). (iii)Non submission of scanned copy of Bank Guarantee with the bid on etendering portal (IREPS) and/or non submission of original Bank Guarantee within the specified period shall lead to summary rejection of bid. (iv) The Tender Security shall remain valid for a period of 90 days beyond the validity period for the Tender. (v) The details of the BG, physically submitted should match with the details available in the scanned copy and the data entered during bid submission time, failing which the bid will be rejected (vi).The Bank Guarantee shall be placed in an envelope, which shall be sealed. The envelope shall clearly bear the identification "Bid for the ***** Project" and shall clearly indicate the name and address of the Bidder. In addition, the Bid Due Date should be indicated on the right hand top corner of the envelope. (vii)The envelope shall be addressed to the officer and address as mentioned in the tender document. (viii).If the envelope is not sealed and marked as instructed above, the Railway assumes no responsibility for the misplacement or premature opening of the contents of the Bid submitted and consequent losses, if any, suffered by the Bidder.
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.
In terms of HQ's letter No. W.187.R.GCC dated 24.05.2019, "If any contract is terminated under clause 62 of GCC on contractor's fault, then that contractor shall be temporarily debarred from participation in any tender in that division for ONE YEAR, If so decided by the Tender Accepting Authority. In case creation of unsafe working due to infringement/ entanglement of P.Way materials ( Rails, Sleeper, tec.) or/and tool & plants, deployed at worksites with running trains, a penalty of Rs. 1,00,000/- (Rs. One Lakh) shall be imposed per incident. In case of repeated such incidence, contract is liable for termination as per contract conditions. (HQ's Lt. No. W.636.T.FBWP/Tender/2017 dtd. 12.10.2021). Further, Excavation and Earthwork in Railway Premises: While carrying out the excavation in the yard for executing any work all precautions should be taken to avoid damages to cables pipe lines etc and the damage cost will be borne by agency. In order to avoid damage to the Signaling, Tele communication and Electrical cables, Telecom Circular No.17/2013 -"Procedure for undertaking digging work in the vicinity of signaling, electrical and telecommunication cables" issued vide letter no. 2003/Tele/RCIL/1 Pt.IX dated 24.06.2013 has to be followed.
As per the recommendations by the 47th GST Council Meeting in relation to changes in Tax rates, circulated by Railway Board vide L.No.2017/ACII/1/6/GST/Main/Vol.-III, dated 05-07-2022, the GST rates on Railway works contract has been revised from existing 12% to 18%. The clarification mentioned in the Railway Board's letter is attached in tender document. Therefore, Bidders are requested to quote their rates including 18% GST.'
Spl Eligibility Condition, Scope of Work, Special conditions attached to GCC
In terms of HQ's letter No. W.187.R.GCC dated 24.05.2019, "If any contract is terminated under clause 62 of GCC on contractor's fault, then that contractor shall be temporarily debarred from participation in any tender in that division for ONE YEAR, If so decided by the Tender Accepting Authority
In case creation of unsafe working due to infringement/ entanglement of P. Way materials ( Rails, Sleeper, tec.) or/and tool & plants, deployed at worksites with running trains, a penalty of Rs. 1,00,000/- (Rs. One Lakh) shall be imposed per incident. In case of repeated such incidence, contract is liable for termination as per contract conditions. (HQ's Lt. No. W.636.T.FBWP/Tender/2017 dtd. 12.10.2021)
Tenderers are requested to go through the Special Conditions for Letter of Credit.
The tender Document of the subjected work is in conformity with Indian Railways Standard General Conditions of Contract - April 2022 with latest correction slip No 1 of dated 14.07.2022, the perspective Tenderers are requested to go through the Tender Document before offering their offers
Annexure-V(A) shall be submitted by the each member of a partnership Firm/Joint Venture (JV)/Hindu Undivided Family (HUF)/ Limited Liability Partnership (LLP) etc, as the case may be. Non submission of the certificate/Affidavit, or submission of certificate/Affidavit either not properly filled in, or in a format other than the prescribed format shall lead to summarily rejection of your offer
Applicability of Price Variation Clause (PVC) depends on fulfillment of condition of Para 46.A1 of Indian Railways Standard General Conditions of Contract April 2022-part II corrected upto ACS 1.
Documentary proof - Tenderer should submit scanned copy documentary proof in regard for fulfilling the Technical /financial eligibility criteria along-with their offer (for details refer attached documents). If the tenderers do not submit any proof of meeting with the eligibility criteria as laid down in the tender conditions, the offer shall be considered as incomplete and shall be summarily rejected. Documents submitted in support of eligibility criteria after opening of tender will not be considered.
Tenderer should quote their offer with all inclusive rates
The all documents submitted should not be corrupted, if at the time of tender opening. The document submitted are not opened being corrupted, offer shall be summarily rejected.
Completion period of this tender work is 06 months and maintenance period of 06 Months.
Proposed Control room at MVL & Loni station under DEN/N/Pune
DRM-W-PA-E-Tend-2026-N-4
DRM-W-PA-E-Tend-2026-N-4
Open
Works - General
6 Months
Pune, Maharashtra
₹0
₹2.3 L
30 Apr 2026
8 Apr 2026
16 Apr 2026
71 items across 1 schedule · ₹1,51,57,496.5 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. | cum | 400 | 494.1 | 1,97,640 |
| 2 | All kinds of soil | cum | 300 | 177.5 | 53,250 |
| 3 | Ordinary rock | cum | 100 | 498.9 | 49,890 |
| 4 | All kinds of soil. | cum | 100 | 260.3 | 26,030 |
| 5 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | Metre | 140 | 352.15 | 49,301 |
| 6 | 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 | 360 | 196 | 70,560 |
| 7 | 1:2:4 (1 cement : 2 coarse sand (zone-III) including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 25% : 4 graded stone aggregate 20 mm nominal size including Recycled Concrete Aggregate (RCA) upto 25%) | cum | 90 | 7,654.85 | 6,88,936.5 |
| 8 | 1:3:6 (1 cement : 3 manufactured sand derived from Recycled concrete Aggregate (RCA) : 6 graded stone aggregate 20 mm nominal size Recycled Aggregate (RA) ) | cum | 10 | 5,639.85 | 56,398.5 |
| 9 | Foundations, footings, bases for columns | Sqm | 200 | 392.15 | 78,430 |
| 10 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 200 | 392.15 | 78,430 |
| 11 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 200 | 842.5 | 1,68,500 |
| 12 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 260 | 927.25 | 2,41,085 |
| 13 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 120 | 736.4 | 88,368 |
| 14 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 240 | 961.3 | 2,30,712 |
| 15 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 28000 | 107.85 | 30,19,800 |
| 16 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 100 | 9,504.75 | 9,50,475 |
| 17 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 170 | 9,860.4 | 16,76,268 |
| 18 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 90 | 7,370.65 | 6,63,358.5 |
| 19 | With F.P.S.(non modular) bricks | cum | 160 | 9,299.9 | 14,87,984 |
| 20 | Area of slab over 0.50 sqm | Sqm | 40 | 5,136.3 | 2,05,452 |
| 21 | Second class teak wood including iSi marked nickel plated bright finished M.S. piano hinges with necessary screws | Sqm | 30 | 4,542.9 | 1,36,287 |
| 22 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 70 | 3,473.85 | 2,43,169.5 |
| 23 | Fixed to steel windows by welding | Kg | 300 | 219.1 | 65,730 |
| 24 | With 12 mm mild steel U beading | Sqm | 20 | 939.2 | 18,784 |
| 25 | Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. | Each | 30 | 983.15 | 29,494.5 |
| 26 | 300x16 mm | Each | 30 | 303.25 | 9,097.5 |
| 27 | 125 mm | Each | 20 | 66.25 | 1,325 |
| 28 | 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 | 20 | 3,720.75 | 74,415 |
| 29 | Using R4 series with frame (115 mm & above) x (45 mm & above) & both glazed and fly screen sash (44 mm & above) x (55 mm & above) with zinc alloy (zamak) powder coated handle on every glazed panel along with multipoint locking system. (Height above 1.8m) | Sqm | 40 | 12,372.25 | 4,94,890 |
| 30 | 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 | 1000 | 133.7 | 1,33,700 |
| 31 | Providing and fixing ball bearing for rolling shutters. | Each | 8 | 492.35 | 3,938.8 |
| 32 | Exceeding 10.00 sqm and upto 16.80 sqm in the area | Sqm | 16 | 1,281.35 | 20,501.6 |
| 33 | Extra for providing grilled rolling shutters manufactured out of 8 mm dia M.S. bar instead of laths as per design approved by Engineer-in- charge, (area of grill to be measured). | Sqm | 16 | 768.25 | 12,292 |
| 34 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). | Kg | 120 | 772.4 | 92,688 |
| 35 | 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 | 100 | 1,096.55 | 1,09,655 |
| 36 | Size of Tile 600x600 mm | Sqm | 280 | 1,553.45 | 4,34,966 |
| 37 | 75 mm diameter | Metre | 100 | 248.8 | 24,880 |
| 38 | 110 mm diameter | Metre | 100 | 377.4 | 37,740 |
| 39 | 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 | 150 | 738.65 | 1,10,797.5 |
| 40 | Ridges plain (500 - 600mm) | Metre | 100 | 532.35 | 53,235 |
| 41 | 1:4 (1 cement: 4 coarse sand) | Sqm | 900 | 411.75 | 3,70,575 |
| 42 | 1:4 (1 cement: 4 coarse sand) | Sqm | 800 | 487.4 | 3,89,920 |
| 43 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 1200 | 262.7 | 3,15,240 |
| 44 | New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre | Sqm | 1000 | 185.65 | 1,85,650 |
| 45 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 1200 | 116.9 | 1,40,280 |
| 46 | Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm | Sqm | 1200 | 193.7 | 2,32,440 |
| 47 | Two or more coats on new work | Sqm | 1200 | 146.8 | 1,76,160 |
| 48 | Providing and laying in situ five course water proofing treatment with APP (Atactic Polypropylene) modified Polymeric membrane over roof consisting of first coat of bitumen primer @ 0.40 litre per sqm, 2nd & 4th courses of bonding material @ 1.20 kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to IS : 702, 3rd layer of roofing membrane APP modified Polymeric membrane 2.0 mm thick of 3.00 Kg/ sqm weight consisting of five layers prefabricated with centre core as 100 micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron HMHDPE film. 5th, the top most layer shall be finished with brick tiles of class designation 10 grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% integral water proofing compound by weight of cement over a 12 mm layer of cement mortar 1:3 (1 cement :3 fine sand) and finished neat (item of laying brick tiles shall be paid for separately). | Sqm | 300 | 532.05 | 1,59,615 |
| 49 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 40 | 2,434.25 | 97,370 |
| 50 | In cement mortar | cum | 10 | 2,060.2 | 20,602 |
| 51 | Moorum | cum | 200 | 768.25 | 1,53,650 |
| 52 | Stone aggregate 40 mm nominal size | Sqm | 260 | 172.35 | 44,811 |
| 53 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 2 | 6,767.4 | 13,534.8 |
| 54 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 2 | 8,006.6 | 16,013.2 |
| 55 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 2 | 2,648.85 | 5,297.7 |
| 56 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to European type W.C. of quality and make as approved by Engineer - in - charge. | Each | 2 | 349.15 | 698.3 |
| 57 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. | Each | 2 | 1,034.8 | 2,069.6 |
| 58 | 40 mm dia | Each | 2 | 116.7 | 233.4 |
| 59 | Providing and fixing 100 mm sand cast Iron grating for gully trap. | Each | 2 | 53.25 | 106.5 |
| 60 | Providing and fixing 600x450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. | Each | 2 | 1,607.95 | 3,215.9 |
| 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 | 2 | 168.35 | 336.7 |
| 62 | 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms | Each | 2 | 673.4 | 1,346.8 |
| 63 | 15 mm nominal dia Pipes | Metre | 50 | 497.8 | 24,890 |
| 64 | 25 mm nominal dia Pipes | Metre | 200 | 627.25 | 1,25,450 |
| 65 | 25 mm nominal dia Pipes | Metre | 200 | 355.4 | 71,080 |
| 66 | 50 mm nominal dia Pipes | Metre | 200 | 794.25 | 1,58,850 |
| 67 | 20 mm nominal bore | Each | 4 | 462.5 | 1,850 |
| 68 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | Per Litre | 2000 | 11 | 22,000 |
| 69 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 6 | 12,770.55 | 76,623.3 |
| 70 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Metre | 6 | 8,825.4 | 52,952.4 |
| 71 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 200 | 530.9 | 1,06,180 |
| Schedule total | ₹1,51,57,496.5 | ||||
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AnnexureVIBNew_1.pdf
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ACS11.pdf
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AnneVANEW.pdf
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CHECKLIST.pdf
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ASC1-10.pdf
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ListofplantMachinary.pdf
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INDEMNITYBOND.pdf
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ControlRoomDrg.pdf
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GCC with special conditions
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GCC-ControlRoomMVLLONI2.pdf
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