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Tender Value
Refer Docs
EMD Value
₹4.4 L
Closing Date
16 Oct 2026, 11:30 am
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
16 conditions · 3 needing a document upload
The tenderer must have minimum average annual contractual turnover of V/N or 'V' of whichever 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-C, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet. (Full details para 10.2 in tender documents)
Note : In case balance sheet of the previous financial- year is yet to be prepared/audited on the date of the submission of bids and tenderer wants to take fourth previous financial year to be considered for calculating average annual contractual turnover for this tender. Then tenderer should submit a certificate issued from concern Chartered Accountant to clarify that the balance sheet of the previous financial year is yet to be prepared/ audited. This certificate must be issued by Chartered Accountants, after floating date of the tender. If this certificate is not submitted along with offer then, the contractual turnover of previous three financial will be considered for evaluating standard financial criteria and 4th previous financial year will not be considered for evaluating standard financial criteria.
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 : 1.2 during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: Three similar works costing not less than the amount equal to 30% of advertised value of the tender, or Two similar works costing not less than the amount equal to 40% of advertised value of the tender, or One similar work costing not less than the amount equal to 60% of advertised value of the tender. (Full details para 10.1 in tender documents)
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
Defination of Similar Work :- Any Civil Engineering work (other than Track work)
43 conditions · 6 needing a document upload
For all contracts costing more than Rs. 5 Crore, Contractor's e-MB is mandatory and Contractor's e-MB should be part of Tender Document.
In case of Partnership firm/Joint Venture (JV) / Hindu Undivided Family (HUF) / Limited Liability Partnership (LLP) etc., Annexure-L shall also be submitted by the each member of a Partnershp Firm/Joint Venture (JV) / Hindu Undivided Family (HUF) / Limited Liability Partnership (LLP) etc. as the case may be, Non submission of a copy of certificate by the bidder shall result in summarily rejection of his/their bid. It shall be mandatorily incumbent upon the tenderer to identify, state and submit the supporting documents duly self attested/ digitally signed by which they/he are/is qualifying the Qualifying Criteria mentioned in the Tender Document.
In case of Partnership/LLP firm or In case one or more of the members of the JV is/are partnership/LLP firm(s): All Previous and Latest Partnership Deed/LLP Agreement has also been submitted along with the offer. Certificate in this regard has been submitted as per "Annexure- M" attached in tender document
Please submit your bank details i.e. Name of the Bank along with Bank Branch Code, Account Number, IFSC Code, GST, PAN Number, Adhar Number, Mobile Number and e-mail address.
Please furnish list of personnel, organization available on hand and proposed to be engaged for the subject work. [As per Annexure -D attached in tender document]
Please furnish list of plant and Machinery available on hand own and proposed to be inducted own and hired to be given separately for the subject work.[As per Annexure - E attached in tender document]
Please furnish list of Works completed in last Seven years (Ending last day of month previous to the one in which tender is invited) giving Description of Work, Organization for whom executed, approximate value of contract at time of award, Date of award and Date of Completion. Date of actual Start, Actual Completion and Final value of Contract shall also be given. [As per Annexure -F attached in tender document]
Please furnish list of Works on hand indicating Description of Work, Contract Value, Approximate value of balance work yet to be done and Date of award.[As per Annexure -G attached in tender document]
(A) The stamp duty payable in Bank Guarantee for Bid security and Performance guarantee differs from state/Union of Territory to State/Union of Territory as per the provisions of Stamp Duty Act applicable in that particular state/Union of Territory on the date of execution of Bank Guarantee. The Value of Non-Judicial Stamp paper for execution of the BG to be submitted shall be higher of the following two values :- (a) Stamp value as applicable in State/Union Territory from where Stamp paper is purchased. (b) Stamp value as applicable in the state of Uttar Pradesh. Stamp Duty applicable in the state of Uttar Pradesh for submission of Bank Guarantee for Bid Security and Performance Guarantee is Rs. Five per thousand or part thereof, subjected to maximum value of Rs. Ten Thousand (Rs. 10,000/-) (B) Bid offer of tenderer who submits Bank Guarantee in lieu of Bid security in violation of Para (A) above will be summarily rejected.
Address for submission of BG :- The original Bank Guarantee should be delivered in person to the Receipt and Dispatch Section to the "office of the DRM/Engineering/N.E. Railway, Varanasi (UP) - 221002" before closing date for submission of bids (i.e. excluding the last date of submission of bids).
At the time of submission of bid, if you have any special Condition then upload in scanned pdf copy.
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.
"This tender complies with Public Procurement Policy Order 2017 dated 16.09.2020". The full details of the order can be seen at https://dpiit.gov.in/sites/default/files/PPP%20MII%20Order%20dated%2016%2009%202020.pdf
For all contracts costing more than Rs. 5 Crore, Contractor's e-MB is mandatory and Contractor's e-MB should be part of Tender Document.
The Railway Reserve the right to accept in whole or in part or reject any tender or all tenders without assigning any reason for such action. Rate should not be quoted for part quantity.
For those conditions for which standard formats have been given in the uploaded document titled-Formats for uploading of various format. The informations should only be submitted in these standard formats.
Rates are inclusive of all taxes/royalty charges etc. legally leviable by State, Central Govt. or any other local authority.
Goods and Services Tax (GST) will be recovered as per extant instruction on the subject.
Performance Guarantee :-(a)The successful bidder shall have to submit a Performance Guarantee (PG) within 21 (Twenty one) days from the date of issue of Letter of Acceptance (LOA). Extension of time for submission of PG beyond 21 (Twenty one) days and upto 60 days from the date of issue of LOA may be given by the Authority who is competent to sign the contract agreement. However, a penal interest of 12% per annum shall be charged for the delay beyond 21(Twenty one) days, i.e. from 22nd day after the date of issue of LOA. Further, if the 60th day happens to be a declared holiday in the concerned office of the Railway, submission of PG can be accepted on the next working day. In all other cases, if the Contractor fails to submit the requisite PG even after 60 days from the date of issue of LOA, the contract is liable to be terminated. In case contract is terminated railway shall be entitled to forfeit Bid Security and other dues payable to the contractor against that particular contract, subject to maximum of PG amount. In case a tenderer has not submitted Bid Security on the strength of their registration as a Startup recognized by Department of Industrial Policy and Promotion (DIPP) under Ministry of Commerce and Industry, DIPP shall be informed to this effect. The failed Contractor shall be debarred from participating in re- tender for that work.
(b)The successful bidder shall submit the Performance Guarantee (PG) amounting to 5% of the original contract value and Additional Performance Guarantee as per clause 16(4)(h) in any of the following forms: (i)A deposit of Cash; (ii) Irrevocable Bank Guarantee; (iii) Government Securities including State Loan Bonds at 5% below the market value; (iv) Pay Orders and Demand Drafts tendered by any Scheduled Commercial Bank of India; (v)Guarantee Bonds executed or Deposits Receipts tendered by any Scheduled Commercial Bank of India; (vi) Deposit in the Post Office Saving Bank; (vii) Deposit in the National Savings Certificates; (viii)Twelve years National Defence Certificates; (ix) Ten years Defence Deposits; (x)National Defence Bonds and (xi) Unit Trust Certificates at 5% below market value or at the face value whichever is less. Also, FDR in favour of FA&CAO (free from any encumbrance) may be accepted.
As Per New Para 16(4)(h) of Part-II of GCC,22 Advance Correction Slip No. 11, Vide Railway Board letter No. 2022/CE-1/CT/GCC-2022/Policy/Pt.I(E-3320424) Dated 13.03.2026 ( h ) If a tender is accepted on the quoted rates of bidder which is below the advertised tender 6.1.1 value, an additional performance security shall be submitted by the bidder : Bid quoted in % of advertised cost Below 0-5% (inclusive) Additional Performance Guarantee (%) is Nil and Bid quoted in % of advertised cost Below 5% then Additional Performance Guarantee (%) is 5%.
The tenderer shall upload scanned copies of mandatory credentials such as experience, Payment Certificates and any other documents as applicable.
Offer submission period :- Fifteen days prior to closing date of tender, during which tenderers can submit their offer.
(a)One qualified Graduate Engineer where the cost of the work to be executed is Rs.200 lakh and above. (b)One qualified Diploma Holder Engineer where the cost of the work to be executed is more then Rs.25 lakh, but less then Rs.200 lakh. Technical staff should be available at site whenever required by the Engineer-in-charge to take instructions. In case the contractor fails to employ the qualified Engineer, he shall be liable to pay amount of Rs.40000 and Rs.25000 for each month or part thereof for the default period for the provisions, as contained in para (a) and (b) above respectively. The decision of the Engineer-in-charge as to the period for which the required technical staff was not employed by the contractor and as to the reasonableness of the amount to be deducted on this account shall be final and binding on the contractor.
(1) Price Variation Clause (PVC) shall be applicable only in tender having advertised value above Rs. 2 Crores. The conditions will be follow with up-to-date correction slips. (2) Price Variation Clause for Annual Maintenance Contract or Zonal Contract :- The price variation Clause of General Conditions of Contract shall not apply to a works contract which is either an Annual Maintenance Contract or a Zonal Contract as per Railway Boards letter No.2013/CE/I/CT/O/10-PVC-Pt.I td.27.01.2015. (3) Price Variation Clause shall be applicable accordingly attached document.
Care in Submission of Tenders :
(a) (i)Before submitting a tender, the tenderer will be deemed to have satisfied himself by actual inspection of the site and locality of the works, that all conditions liable to be encountered during the execution of the works are taken into account and that the rates he enters in the tender forms are adequate and all inclusive to accord with the provisions in Clause-37 of the Standard General Conditions of Contract for the completion of works to the entire satisfaction of the Engineer.
(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.
For all details of General Condition, Please See uploaded Tender Document.
(I) At Azamgarh: Provision of C & W office, Store and ENHM room. (II) Provision of amenities for differently disabled (Divyang) under jurisdiction of ADEN/West/MAU. [Toilet at Chilkahar, Tactile guide at Khorason Road, Rasra & Muhammadabad and Pathway at Khorason Road & Muhammadabad] (III) Elimination of Deficiencies in MEA at Different stations (Waiting hall at Didarganj, Phariha & Sathiaon) (IV) Improvement of L-xing surface in the Jurisdiction of DEN/Gen/Varanasi.
NER-BSB-2026-141~NER
NER-BSB-2026-141
Open
Works - General
10 Months
Varanasi, Uttar Pradesh
₹0
₹4.4 L
25 Sept 2026
25 Sept 2026
2 Oct 2026
81 items across 3 schedules · ₹2,18,75,589.5 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 787.5 | 205.45 | 1,61,791.88 |
| 2 | 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 | 900 | 368.65 | 3,31,785 |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 362 | 2,161.2 | 7,82,354.4 |
| 4 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 101 | 6,670.25 | 6,73,695.25 |
| 5 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 44 | 6,326.05 | 2,78,346.2 |
| 6 | 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 | 123 | 370.85 | 45,614.55 |
| 7 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 90 | 307.95 | 27,715.5 |
| 8 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 576 | 766.55 | 4,41,532.8 |
| 9 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 564 | 608.35 | 3,43,109.4 |
| 10 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 270 | 804.25 | 2,17,147.5 |
| 11 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 6700 | 89.65 | 6,00,655 |
| 12 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 18600 | 89.65 | 16,67,490 |
| 13 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 85 | 8,683.8 | 7,38,123 |
| 14 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 185 | 10,306.2 | 19,06,647 |
| 15 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 130 | 688.45 | 89,498.5 |
| 16 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 85 | 6,658.25 | 5,65,951.25 |
| 17 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 270 | 8,288.35 | 22,37,854.5 |
| 18 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 160 | 1,018.05 | 1,62,888 |
| 19 | Fastener with threaded dia 10 mm | Each | 46 | 33.8 | 1,554.8 |
| 20 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. | Sqm | 145 | 1,063.45 | 1,54,200.25 |
| 21 | Sal wood | cum | .95 | 1,06,720.85 | 1,01,384.81 |
| 22 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 65 | 2,015.75 | 1,31,023.75 |
| 23 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 500 | 197.7 | 98,850 |
| 24 | Extruded section profile size 48x40 mm | Metre | 15 | 232.55 | 3,488.25 |
| 25 | 30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm (+/- 0.2 mm), with inbuilt decorative moulding edging on one side. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm (+/- 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x30 mm and 2 mm (+/- 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/ galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (+/- 0.1 mm) wall thickness . The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge. | Sqm | 5 | 2,008.55 | 10,042.75 |
| 26 | 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 | 50 | 612.25 | 30,612.5 |
| 27 | Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with local sand, with common burnt clay non modular bricks. | Sqm | 750 | 733.3 | 5,49,975 |
| 28 | 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 | 70 | 935.6 | 65,492 |
| 29 | Size of Tile 600x600 mm | Sqm | 50 | 1,416.65 | 70,832.5 |
| 30 | Size of Tile 600 x 1200 mm | Sqm | 500 | 1,407.05 | 7,03,525 |
| 31 | Size of Tile 600x600 mm | Sqm | 135 | 1,676.15 | 2,26,280.25 |
| 32 | 110 mm diameter | Metre | 184 | 319.75 | 58,834 |
| 33 | 110 mm | Each | 46 | 119.95 | 5,517.7 |
| 34 | 110 mm bend | Each | 46 | 132 | 6,072 |
| 35 | 110 mm Shoe | Each | 46 | 115.95 | 5,333.7 |
| 36 | 1:6 (1 cement: 6 coarse sand) | Sqm | 2612 | 294.35 | 7,68,842.2 |
| 37 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 750 | 214.3 | 1,60,725 |
| 38 | New work (three or more coats) | Sqm | 162 | 32.45 | 5,256.9 |
| 39 | New work (two or more coats) over and including water thinnable priming coat with cement primer | Sqm | 150 | 162.55 | 24,382.5 |
| 40 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | Sqm | 750 | 166.85 | 1,25,137.5 |
| 41 | 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 | 750 | 158.95 | 1,19,212.5 |
| 42 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture | Sqm | 45 | 144.9 | 6,520.5 |
| 43 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture | Sqm | 175 | 140.05 | 24,508.75 |
| 44 | New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. | Sqm | 350 | 154.45 | 54,057.5 |
| 45 | Two coats | Sqm | 350 | 132.65 | 46,427.5 |
| 46 | 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 | 1100 | 123.85 | 1,36,235 |
| 47 | Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). | cum | 800 | 20.55 | 16,440 |
| 48 | 63 mm to 45 mm size stone aggregate | cum | 172.5 | 1,624.5 | 2,80,226.25 |
| 49 | Stone screening 11.2 mm nominal size (Type B) | cum | 17.25 | 2,065.7 | 35,633.33 |
| 50 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . | cum | 184.5 | 865.8 | 1,59,740.1 |
| 51 | Surface dressing on new surface in two coats with bitumen of grade VG -10 of approved quality using 1.8 kg of bitumen per sqm with 1.5 cum of stone chippings 13.2 mm nominal size per 100 sqm of road surface for first coat and 1.1 kg. of bitumen per sqm with 1.00 cu. metre of stone chippings 11.2 mm nominal size per 100 sqm of road surface for second coat, including consolidation of each coat separately with road roller of 6 to 8 tonne capacity etc. complete. | Sqm | 2500 | 248 | 6,20,000 |
| 52 | On W.B.M. @ 0.75 Kg / sqm | Sqm | 2500 | 45.2 | 1,13,000 |
| 53 | With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt | Sqm | 2500 | 427.75 | 10,69,375 |
| 54 | Cement concrete prepared with batch mixing machine | cum | 105 | 9,492.9 | 9,96,754.5 |
| 55 | Extra for providing and mixing hardening compound of approved quality as per manufacturer's specification in cement concrete. | Litre | 10.5 | 48.15 | 505.58 |
| 56 | Using grade 'A' sealing compound conforming to IS: 1834. | per cm depth per cm width per metre length | 90 | 7.5 | 675 |
| 57 | Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. | Sqm | 360 | 1,719 | 6,18,840 |
| 58 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 9 | 5,781.35 | 52,032.15 |
| 59 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 8 | 5,540.55 | 44,324.4 |
| 60 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 11 | 5,268.85 | 57,957.35 |
| 61 | Single squatting plate with 5 litre P.V.C. automatic flushing cistern | Each | 2 | 7,752.6 | 15,505.2 |
| 62 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps | Each | 10 | 2,040.85 | 20,408.5 |
| 63 | Providing and fixing 600x450 mm beveled 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 | 14 | 1,411.15 | 19,756.1 |
| 64 | 15 mm dia nominal bore | Metre | 150 | 304.15 | 45,622.5 |
| 65 | 25 mm dia nominal bore | Metre | 75 | 491.2 | 36,840 |
| 66 | 40 mm dia nominal bore | Metre | 50 | 725.15 | 36,257.5 |
| 67 | 15 mm nominal bore | Each | 23 | 303.85 | 6,988.55 |
| 68 | 15 mm nominal bore | Each | 8 | 303.85 | 2,430.8 |
| 69 | 25 mm nominal bore | Each | 8 | 532.35 | 4,258.8 |
| 70 | 50 mm nominal bore | Each | 7 | 878.25 | 6,147.75 |
| 71 | 100 mm diameter | Each | 4 | 166.35 | 665.4 |
| 72 | 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 | 4500 | 9.7 | 43,650 |
| 73 | 150 mm diameter | Metre | 5 | 591.4 | 2,957 |
| 74 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 1 | 28,029.15 | 28,029.15 |
| 75 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 630 | 531.8 | 3,35,034 |
| 76 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 120 | 1,019.8 | 1,22,376 |
| 77 | Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment). | Kg | 1075 | 560.85 | 6,02,913.75 |
| Schedule total | ₹2,03,61,869.5 | ||||
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