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Tender Value
₹4.0 Cr
EMD Value
₹3.5 L
Closing Date
29 Jan 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
Above/Below/Par
SRDENS
15 conditions · 4 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.
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 Contract or 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.In case after award of contract or during execution of work it becomes necessary for contractor to change subcontractor, the same shall be done with subcontractor(s) fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract, with prior approval of Chief Engineer in writing. Note for Item 10.1: 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.
Definition Of Similar Nature of Work : - " Any Civil Engineering Work which includes building work"
13 conditions · 1 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.
Any firm recognized by Department of Industrial Policy and Promotion (DIPP) as STARTUPS shall be exempted from payment of Bid Security deposit detailed above on submission of Registration Certificate issued by appropriate authority.
It shall not be obligatory on the said authority to accept the lowest tender and no tenderer/tenderers shall demand any explanation for the cause of rejection of his/their tender.
If the tenderers deliberately gives/give wrong information in his/their tender or creates/create circumstances for the acceptance of his/their tender, the Railway reserves the right to reject such tender at any stage.
If the tenderer/s expires after the submission of his/their tender or after the acceptance of his tender, the Rly. shall deem such tender as cancelled. If a partner of a firm expires after the submission of their tender or after the acceptance of their tender, the Railway shall deem such tender as cancelled unless the firm retains its character.
The Bid Security should be paid through online payment. In case the tenderer withdraw his offer within the validity period of his offer or fails to undertake the contract after acceptance of his tender the full Bid Security shall be forfeited. If the tender is accepted the amount of Bid Security will be retained and adjusted as security deposit for the due and faithful fulfillment of the contract. The Bid Security of the unsuccessful tenderers shall save as here-in-before provided be returned to the unsuccessful tenderers within a reasonable time but the Railway shall not be responsible for any loss or depreciation that my happen to the security for the due performance of the stipulation to keep the offer open for the period specified in the tender documents or to the Bid Security while in their possession nor be liable to pay interest thereon.
The tenderers shall keep the offer open for a minimum period as mentioned in NIT from the date of opening of the tender, within which period the tenderers can not withdraw their offer, subject to the period being extended further if required, by mutual agreement from time to time. Any intervention of the above condition will make the tenderer liable for forfeiture of his security deposit for due performance of the foregoing stipulation.
If it is not mentioned in the submitted tender that tender is being submitted on behalf of a Sole Proprietorship firm / Partnership firm / Joint Venture / Registered Company etc., then the tender shall be treated as having been submitted by the individual who has signed the tender. The tenderer whether sole proprietor / a company or a partnership firm / registered society / registered trust / HUF / LLP etc. if they want to act through agent or individual partner(s), should submit along with the tender, a copy of power of attorney duly stamped and authenticated by a Notary Public or by Magistrate in favour of the specific person whether he/they be partner(s) of the firm or any other person, specifically authorizing him/them to sign the tender, submit the tender and further to deal with the Tender/Contract up to the stage of signing the agreement except in the case where such specific person is authorized for above purposes through a provision made in the partnership deed / Memorandum of Understanding / Article of Association / Board resolution, failing which tender shall be summarily rejected. A separate power of attorney duly stamped and authenticated by a Notary Public or by Magistrate in favour of the specific person whether he / they be partner(s) of the firm or any other person, shall be submitted after award of work, specifically authorizing him / them to deal with all other contractual activities subsequent to signing of agreement, if required. NOTE : A Power of Attorney executed and issued overseas, the document will also have to be legalized by the Indian Embassy and notarized in the jurisdiction where the Power of Attorney is being issued. However, the Power of Attorney provided by Bidders from countries that have signed and Hague Legislation Convention 1961 are not required to be legalized by the Indian Embassy if nt carries a conforming Apostille certificate.
Non-compliance with any of the conditions set forth therein above is liable to result in the tender being rejected.
The quantities shown in above Schedule are approximate and are as a guide to give the tenderer(s) an idea of quantum of work involved. The Railway reserves the right to increase/decrease and/or delete or include any of the quantities given above and no extra rate will be allowed on this account.
ADEN/Ranapratap Nagar Sub division:-Renovation of bathroom block & Treatment of Roof Leakage in Hostel no. 2, 3, 6 and 7 at ZRTI Udaipur and Provision of S&T rooms in connection with provision of Electronic Interlocking in place of Panel Interlocking along with MSDAC at Ghosunda station of Ajmer division alongwith associated electrical works.
164-2025~NWR
164-2025
Open
Works - General
12 Months
Ajmer, Rajasthan
₹0
₹3.5 L
29 Jan 2026
5 Jan 2026
15 Jan 2026
178 items across 8 schedules · ₹6,22,82,040.73 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 950 | 205.45 | 1,95,177.5 |
| 2 | All kinds of soil. | cum | 440 | 286.85 | 1,26,214 |
| 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 | 780 | 253.95 | 1,98,081 |
| 4 | 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 | 6.6 | 7,365.15 | 48,609.99 |
| 5 | 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 | 253.77 | 6,833.4 | 17,34,111.92 |
| 6 | 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 | 150 | 6,670.25 | 10,00,537.5 |
| 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 | 62.06 | 9,375.2 | 5,81,824.91 |
| 8 | Foundations, footings, bases for columns | Sqm | 125 | 307.95 | 38,493.75 |
| 9 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | Sqm | 156 | 669.55 | 1,04,449.8 |
| 10 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand(Zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | Sqm | 29 | 681.65 | 19,767.85 |
| 11 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 276 | 307.95 | 84,994.2 |
| 12 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 256 | 766.55 | 1,96,236.8 |
| 13 | Shelves (Cast in situ) | Sqm | 26 | 766.55 | 19,930.3 |
| 14 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 256 | 608.35 | 1,55,737.6 |
| 15 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 263 | 804.25 | 2,11,517.75 |
| 16 | Under 20 cm wide | Metre | 80 | 181.9 | 14,552 |
| 17 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 9 | 814.95 | 7,334.55 |
| 18 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm | 256 | 319.25 | 81,728 |
| 19 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 7840 | 89.65 | 7,02,856 |
| 20 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 7800 | 89.65 | 6,99,270 |
| 21 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 76 | 8,683.8 | 6,59,968.8 |
| 22 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 118 | 10,306.2 | 12,16,131.6 |
| 23 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 51 | 688.45 | 35,110.95 |
| 24 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 100 | 6,658.25 | 6,65,825 |
| 25 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 25 | 8,512.1 | 2,12,802.5 |
| 26 | cement mortar 1:4 (1 cement : 4 coarse sand) | Sqm | 100 | 837.85 | 83,785 |
| 27 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | cum | 65 | 7,676.3 | 4,98,959.5 |
| 28 | Cement mortar 1 : 4 (1 cement : 4 coarse sand) | Sqm | 39 | 969.65 | 37,816.35 |
| 29 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 945 | 6,653.45 | 62,87,510.25 |
| 30 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 55.6 | 8,275.7 | 4,60,128.92 |
| 31 | Square or rectangular pillars | cum | 44 | 787.05 | 34,630.2 |
| 32 | Area of slab upto 0.50 sqm | Sqm | 1 | 4,679.35 | 4,679.35 |
| 33 | Area of slab over 0.50 sqm | Sqm | 2 | 4,425.35 | 8,850.7 |
| 34 | Granite work | Metre | 6 | 418.85 | 2,513.1 |
| 35 | Metre | 1 | 475.55 | 475.55 | |
| 36 | Each | 2 | 808.15 | 1,616.3 | |
| 37 | 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 | 1475.48 | 1,063.45 | 15,69,099.21 |
| 38 | Sal wood | cum | .27 | 1,06,720.85 | 28,814.63 |
| 39 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 18 | 3,086.1 | 55,549.8 |
| 40 | Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). | Sqm | 18 | 401.4 | 7,225.2 |
| 41 | Second class teak wood | Sqm | 400 | 3,863.65 | 15,45,460 |
| 42 | 25 mm dia | Metre | 10 | 482.3 | 4,823 |
| 43 | 250x16 mm | Each | 115 | 165.9 | 19,078.5 |
| 44 | 150x10 mm | Each | 230 | 53.05 | 12,201.5 |
| 45 | 125 mm | Each | 460 | 35.2 | 16,192 |
| 46 | 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 | 230 | 856.3 | 1,96,949 |
| 47 | 300x16 mm | Each | 9 | 260.3 | 2,342.7 |
| 48 | 200x10 mm | Each | 9 | 90.8 | 817.2 |
| 49 | 125 mm | Each | 18 | 60.05 | 1,080.9 |
| 50 | Single rubber stopper | Each | 9 | 35.5 | 319.5 |
| 51 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with awall thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer's specification and direction of Engineer- in- Charge. | Metre | 5 | 408.25 | 2,041.25 |
| 52 | 30 mm thick plain PVC door shutters | Sqm | 4 | 2,455.1 | 9,820.4 |
| 53 | With 2nd class teak wood beading 62X19 mm | Sqm | 12 | 1,404.25 | 16,851 |
| 54 | Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | Kg | 240 | 175.65 | 42,156 |
| 55 | Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete. | Each | 21 | 185.95 | 3,904.95 |
| 56 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 216 | 142.3 | 30,736.8 |
| 57 | Acid and alkali resistant tile | Sqm | 21 | 1,515.45 | 31,824.45 |
| 58 | 25 mm thick | Sqm | 50 | 1,706.6 | 85,330 |
| 59 | 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 | 942.65 | 935.6 | 8,81,943.34 |
| 60 | Size of Tile 600x600 mm | Sqm | 529 | 1,416.65 | 7,49,407.85 |
| 61 | In 75x75 mm deep chase | Metre | 2682.6 | 260.2 | 6,98,012.52 |
| 62 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. | Each | 210 | 266.6 | 55,986 |
| 63 | 100 mm diameter | Each | 21 | 308.45 | 6,477.45 |
| 64 | 110 mm diameter | Metre | 3111.2 | 319.75 | 9,94,806.2 |
| 65 | 110 mm | Each | 21 | 119.95 | 2,518.95 |
| 66 | 75 mm bend | Each | 210 | 91.8 | 19,278 |
| 67 | 110 mm bend | Each | 21 | 132 | 2,772 |
| 68 | 75 mm Shoe | Each | 210 | 81.1 | 17,031 |
| 69 | Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with SRI (solar refractive index) > 78, solar reflection > 0.70 and initial emittance > 0.75 on waterproof and sloped surface of terrace, laid on 20 mm thick cement sand mortar in the ratio of 1:4 (1 cement : 4 coarse sand) and grouting the joints with mix of white cement & marble powder in ratio of 1:1, including rubbing and polishing of the surface upto 3 cuts complete, including providing skirting upto 150 mm height along the parapet walls in the same manner. | Sqm | 256 | 1,444.9 | 3,69,894.4 |
| 70 | 1:6 (1 cement: 6 fine sand) | Sqm | 300 | 282 | 84,600 |
| 71 | 1:6 (1 cement: 6 fine sand) | Sqm | 962.78 | 382.1 | 3,67,878.24 |
| 72 | 1:6 (1 cement: 6 coarse sand) | Sqm | 760 | 294.35 | 2,23,706 |
| 73 | 1:6 (1 cement: 6 coarse sand) | Sqm | 450 | 401.35 | 1,80,607.5 |
| 74 | 1:4 (1 cement: 4 fine sand) | Sqm | 350 | 361.3 | 1,26,455 |
| 75 | 1:3 (1 cement : 3 fine sand) | Sqm | 231 | 253.05 | 58,454.55 |
| 76 | Flush/ Ruled pointing | Sqm | 1328.8 | 319.35 | 4,24,352.28 |
| 77 | Two or more coats on new work | Sqm | 991 | 92.75 | 91,915.25 |
| 78 | 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 | 450 | 166.85 | 75,082.5 |
| 79 | Two or more coats on new work | Sqm | 64 | 131.45 | 8,412.8 |
| 80 | 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 | 16226 | 123.85 | 20,09,590.1 |
| 81 | One or more coats on old work | Sqm | 19530 | 90.85 | 17,74,300.5 |
| 82 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 104.9 | 2,007.1 | 2,10,544.79 |
| 83 | In lime mortar | cum | 83 | 954.8 | 79,248.4 |
| 84 | Of area 3 sq. metres and below | Each | 18 | 302.7 | 5,448.6 |
| 85 | For thickness of tiles 10 mm to 25 mm | Sqm | 11730.6 | 60.5 | 7,09,701.3 |
| 86 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | Sqm | 715 | 219.75 | 1,57,121.25 |
| 87 | 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 | 400 | 219.35 | 87,740 |
| 88 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. | Sqm | 1950 | 180.5 | 3,51,975 |
| 89 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. | cum | 975 | 7,399.2 | 72,14,220 |
| 90 | Cement concrete prepared with batch mixing machine | cum | 390 | 9,492.9 | 37,02,231 |
| 91 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge. | cum | 488 | 2,803.65 | 13,68,181.2 |
| 92 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 200 | 1,011.2 | 2,02,240 |
| 93 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 32 | 5,781.35 | 1,85,003.2 |
| 94 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 42 | 5,540.55 | 2,32,703.1 |
| 95 | White Vitreous China Flat back wash basin size 450x 300 mm with single 15mm C.P. brass pillar tap | Each | 11 | 1,318.35 | 14,501.85 |
| 96 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. | Each | 1 | 299.35 | 299.35 |
| 97 | 40 mm dia | Each | 1 | 104.35 | 104.35 |
| 98 | 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 | 66 | 1,411.15 | 93,135.9 |
| 99 | 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 | 200 | 600.35 | 1,20,070 |
| 100 | 20 mm nominal dia Pipes | Metre | 328.11 | 513.75 | 1,68,566.51 |
| 101 | 25 mm nominal dia Pipes | Metre | 295 | 626.05 | 1,84,684.75 |
| 102 | 20 mm dia nominal bore | Metre | 50 | 315.35 | 15,767.5 |
| 103 | 25 mm dia nominal bore | Metre | 105 | 417.95 | 43,884.75 |
| 104 | 50 mm dia nominal bore | Metre | 255 | 654.2 | 1,66,821 |
| 105 | 80 mm dia nominal bore | Metre | 170 | 919.1 | 1,56,247 |
| 106 | 25 to 40 mm nominal bore | Each | 12 | 757.1 | 9,085.2 |
| 107 | 50 to 80 mm nominal bore | Each | 15 | 1,513.7 | 22,705.5 |
| 108 | 15 mm nominal bore | Each | 100 | 303.85 | 30,385 |
| 109 | 15 mm nominal bore | Each | 100 | 303.85 | 30,385 |
| 110 | 25 mm nominal bore | Each | 40 | 532.35 | 21,294 |
| 111 | 15 mm nominal bore | Each | 50 | 348.85 | 17,442.5 |
| 112 | 25 mm nominal bore | Each | 28 | 399.15 | 11,176.2 |
| 113 | 15 mm nominal bore | Each | 12 | 301.6 | 3,619.2 |
| 114 | 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 | 500 | 9.7 | 4,850 |
| 115 | 15 mm nominal bore | Each | 4 | 434.2 | 1,736.8 |
| 116 | 15 mm nominal bore | Each | 20 | 715.05 | 14,301 |
| 117 | 15 mm nominal bore | Each | 30 | 594.75 | 17,842.5 |
| 118 | 15mm nominal bore | Each | 1 | 500.35 | 500.35 |
| 119 | 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 | 847.26 | 516.6 | 4,37,694.52 |
| 120 | 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 | 11000 | 585.55 | 64,41,050 |
| 121 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) | cum | 763 | 7,510.75 | 57,30,702.25 |
| Schedule total | ₹5,76,03,540.73 | ||||
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