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Tender Value
₹3.3 Cr
EMD Value
₹6.5 L
Closing Date
26 Aug 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
SR.DEN W
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 asper 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 financialyears excluding the current financial year, listed on National Stock Exchange or BombayStock Exchange, incorporated/registered at least 5 years prior to the date of closing oftender, 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 Work: - ANY CIVIL ENGINEERING WORK.
17 conditions · 4 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.
The contractor is advised to carefully read the attached Special Conditions and bid accordingly.
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.
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.
Improvement to various service building in jurisdiction of Sr.DEN/West Ajmer & provision of 2 bus type sheds at PF no. 2 of SDH,MLI,KRW,BNGM,BAR.
86-2026~NWR
86-2026
Open
Works - General
12 Months
Ajmer, Rajasthan
₹0
₹6.5 L
26 Aug 2026
31 Jul 2026
12 Aug 2026
182 items across 5 schedules · ₹4,12,54,856.72 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 335 | 177.5 | 59,462.5 |
| 2 | All kinds of soil. | cum | 330 | 260.3 | 85,899 |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | cum | 120 | 196 | 23,520 |
| 4 | All kinds of soil | cum | 145 | 126.8 | 18,386 |
| 5 | 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 | 40 | 7,878.5 | 3,15,140 |
| 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 | 20 | 7,294.7 | 1,45,894 |
| 7 | 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 | 70 | 7,178.75 | 5,02,512.5 |
| 8 | 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 | 10 | 9,895.2 | 98,952 |
| 9 | Foundations, footings, bases for columns | Sqm | 110 | 392.15 | 43,136.5 |
| 10 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | Sqm | 25 | 842.5 | 21,062.5 |
| 11 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 25 | 392.15 | 9,803.75 |
| 12 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 225 | 927.25 | 2,08,631.25 |
| 13 | Shelves (Cast in situ) | Sqm | 30 | 927.25 | 27,817.5 |
| 14 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 60 | 736.4 | 44,184 |
| 15 | Under 20 cm wide | Metre | 300 | 208.55 | 62,565 |
| 16 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 40 | 951.1 | 38,044 |
| 17 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 3000 | 107.85 | 3,23,550 |
| 18 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 6500 | 107.85 | 7,01,025 |
| 19 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 30 | 9,504.75 | 2,85,142.5 |
| 20 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 50 | 9,860.4 | 4,93,020 |
| 21 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 24 | 733.5 | 17,604 |
| 22 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | cum | 155 | 8,752.55 | 13,56,645.25 |
| 23 | Cement mortar 1 : 4 (1 cement : 4 coarse sand) | Sqm | 155 | 1,105.8 | 1,71,399 |
| 24 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 250 | 7,311.25 | 18,27,812.5 |
| 25 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 100 | 9,275.45 | 9,27,545 |
| 26 | Area of slab upto 0.50 sqm | Sqm | 30 | 5,413.5 | 1,62,405 |
| 27 | Area of slab over 0.50 sqm | Sqm | 30 | 5,136.3 | 1,54,089 |
| 28 | Granite work | Metre | 30 | 510.95 | 15,328.5 |
| 29 | Metre | 30 | 568.55 | 17,056.5 | |
| 30 | Each | 20 | 978.7 | 19,574 | |
| 31 | 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 | 800 | 1,267.95 | 10,14,360 |
| 32 | Sal wood | cum | 1.4 | 1,16,520.3 | 1,63,128.42 |
| 33 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 60 | 2,172.1 | 1,30,326 |
| 34 | 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 | 55 | 462.35 | 25,429.25 |
| 35 | 25 mm dia | Metre | 60 | 525.55 | 31,533 |
| 36 | 300x16 mm | Each | 44 | 303.25 | 13,343 |
| 37 | 200x10 mm | Each | 39 | 99.7 | 3,888.3 |
| 38 | 125 mm | Each | 54 | 66.25 | 3,577.5 |
| 39 | Single rubber stopper | Each | 44 | 39.6 | 1,742.4 |
| 40 | Extruded section profile size 48x40 mm | Metre | 82.5 | 270.2 | 22,291.5 |
| 41 | 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 | 34 | 3,253.8 | 1,10,629.2 |
| 42 | 1.0 mm thick | Sqm | 20 | 897.3 | 17,946 |
| 43 | Second class teak wood | Sqm | 50 | 4,692.1 | 2,34,605 |
| 44 | Using R3 series with frame (55 mm & above) x (50mm & above) & sash (55 mm & above) x (85mm & above) (Height upto 2.5 meter). | Sqm | 14 | 12,496.05 | 1,74,944.7 |
| 45 | 18 mm thick | Sqm | 10 | 1,362.3 | 13,623 |
| 46 | 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 | 2500 | 133.7 | 3,34,250 |
| 47 | 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 | 29 | 226 | 6,554 |
| 48 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 20000 | 172.6 | 34,52,000 |
| 49 | G.I. pipes | Kg | 500 | 203.05 | 1,01,525 |
| 50 | 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 | 2000 | 772.4 | 15,44,800 |
| 51 | Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides | Sqm | 60 | 1,133.55 | 68,013 |
| 52 | 4.0 mm thick glass panes | Sqm | 25 | 1,064.65 | 26,616.25 |
| 53 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 20 | 8,595.15 | 1,71,903 |
| 54 | Ordinary cement without any pigment | Sqm | 140 | 1,386.8 | 1,94,152 |
| 55 | Light shade pigment using white cement | Sqm | 600 | 1,402 | 8,41,200 |
| 56 | 25 mm thick | Sqm | 600 | 1,948.25 | 11,68,950 |
| 57 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. | Sqm | 20 | 2,354.7 | 47,094 |
| 58 | Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab. | Metre | 60 | 191.4 | 11,484 |
| 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 | 630 | 1,096.55 | 6,90,826.5 |
| 60 | Size of Tile 600x600 mm | Sqm | 600 | 1,553.45 | 9,32,070 |
| 61 | In 75x75 mm deep chase | Metre | 800 | 305.15 | 2,44,120 |
| 62 | 40 to 50 mm thick | Sqm | 240 | 1,138.2 | 2,73,168 |
| 63 | 100 mm diameter | Each | 50 | 362.85 | 18,142.5 |
| 64 | 110 mm diameter | Metre | 250 | 377.4 | 94,350 |
| 65 | 110 mm | Each | 40 | 136.15 | 5,446 |
| 66 | 110 mm bend | Each | 40 | 150.35 | 6,014 |
| 67 | 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 | 212 | 738.65 | 1,56,593.8 |
| 68 | 1:6 (1 cement: 6 coarse sand) | Sqm | 600 | 343.65 | 2,06,190 |
| 69 | 1:6 (1 cement: 6 coarse sand) | Sqm | 625 | 466.05 | 2,91,281.25 |
| 70 | 1:3 (1 cement : 3 fine sand) | Sqm | 700 | 300.45 | 2,10,315 |
| 71 | Neat cement punning. | Sqm | 200 | 79.95 | 15,990 |
| 72 | 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 | 1150 | 185.65 | 2,13,497.5 |
| 73 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 200 | 116.9 | 23,380 |
| 74 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | Sqm | 600 | 160.6 | 96,360 |
| 75 | With ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywood | Sqm | 40 | 74.65 | 2,986 |
| 76 | Two or more coats on new work | Sqm | 200 | 155.9 | 31,180 |
| 77 | Two or more coats on new work | Sqm | 120 | 146.8 | 17,616 |
| 78 | Lettering with black Japan paint of approved brand and manufacture | per letter per cm height | 5500 | 6.15 | 33,825 |
| 79 | 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 | 1700 | 156.05 | 2,65,285 |
| 80 | Old work (one or more coats) | Sqm | 1500 | 62.7 | 94,050 |
| 81 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete | Sqm | 100 | 19.75 | 1,975 |
| 82 | Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. | Sqm | 3000 | 25.15 | 75,450 |
| 83 | One or more coats on old work | Sqm | 2000 | 102.8 | 2,05,600 |
| 84 | Old work (one or more coats applied @ 2.20 kg/10 sqm) over priming coat of primer applied @ 0.80 litrs/10 sqm complete including cost of Priming coat. | Sqm | 700 | 112.9 | 79,030 |
| 85 | Old work (One or more coat applied @ 0.90 ltr/10 sqm). | Sqm | 3100 | 80.65 | 2,50,015 |
| 86 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 90 | 2,434.25 | 2,19,082.5 |
| 87 | Of area 3 sq. metres and below | Each | 25 | 143.5 | 3,587.5 |
| 88 | For thickness of tiles 10 mm to 25 mm | Sqm | 830 | 73.4 | 60,922 |
| 89 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | Sqm | 400 | 54.65 | 21,860 |
| 90 | 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 | 230 | 263.95 | 60,708.5 |
| 91 | Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. | Sqm | 80 | 883.15 | 70,652 |
| 92 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. | Sqm | 600 | 747.8 | 4,48,680 |
| 93 | 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 | 2500 | 2,017.6 | 50,44,000 |
| 94 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 21 | 6,767.4 | 1,42,115.4 |
| 95 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 24 | 6,515.55 | 1,56,373.2 |
| 96 | Single half stall urinal with 5 litre P.V.C. automatic flushing cistern | Each | 5 | 12,071.75 | 60,358.75 |
| 97 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap | Each | 19 | 2,226.35 | 42,300.65 |
| 98 | White Vitreous China Flat back wash basin size 450x 300 mm with single 15mm C.P. brass pillar tap | Each | 13 | 1,513.6 | 19,676.8 |
| 99 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 14 | 1,683.35 | 23,566.9 |
| 100 | 610x460 mm bowl depth 200 mm | Each | 7 | 3,873.8 | 27,116.6 |
| 101 | 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 | 43 | 349.15 | 15,013.45 |
| 102 | 40 mm dia | Each | 34 | 119.55 | 4,064.7 |
| 103 | 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 | 25 | 1,607.95 | 40,198.75 |
| 104 | Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. | Each | 11 | 14,999.15 | 1,64,990.65 |
| 105 | 20 mm nominal dia Pipes | Metre | 750 | 537.6 | 4,03,200 |
| 106 | 25 mm nominal dia Pipes | Metre | 1000 | 627.25 | 6,27,250 |
| 107 | 25 mm nominal dia Pipes | Metre | 200 | 355.4 | 71,080 |
| 108 | 50 mm nominal dia Pipes | Metre | 400 | 794.25 | 3,17,700 |
| 109 | 80 mm nominal dia Pipes | Metre | 100 | 2,166.35 | 2,16,635 |
| 110 | 25 mm dia nominal bore | Metre | 300 | 467.75 | 1,40,325 |
| 111 | 50 mm dia nominal bore | Metre | 250 | 762.15 | 1,90,537.5 |
| 112 | 80 mm dia nominal bore | Metre | 50 | 1,041.7 | 52,085 |
| 113 | 25 to 40 mm nominal bore | Each | 54 | 911.9 | 49,242.6 |
| 114 | 100 mm diameter | Each | 5 | 193.95 | 969.75 |
| 115 | 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 | 10500 | 11 | 1,15,500 |
| 116 | 15 mm nominal bore | Each | 74 | 506.8 | 37,503.2 |
| 117 | 15 mm nominal bore | Each | 54 | 670.45 | 36,204.3 |
| 118 | 15mm nominal bore | Each | 34 | 574.3 | 19,526.2 |
| 119 | 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 @ 0.488kg/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 than10 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 | 2400 | 688.9 | 16,53,360 |
| 120 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | cum | 50 | 8,042.3 | 4,02,115 |
| 121 | 300 mm dia | Metre | 200 | 707.75 | 1,41,550 |
| 122 | 300 mm dia | Metre | 200 | 825.7 | 1,65,140 |
| 123 | 200 mm nominal size dia | Metre | 200 | 1,113.35 | 2,22,670 |
| 124 | 50mm average thickness | Sqm | 300 | 256.35 | 76,905 |
| 125 | 25 mm average thickness | Sqm | 1000 | 126.75 | 1,26,750 |
| 126 | Bars upto 12 mm diameter | Metre | 1100 | 8.25 | 9,075 |
| 127 | Bars above 12 mm diameter | Metre | 200 | 16.45 | 3,290 |
| 128 | Upto and including 12mm dia. | Each | 350 | 141.2 | 49,420 |
| 129 | SBR Polymer (@10% of cement weight) modified cementitious bond coat @ 2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer | Sqm | 250 | 141.2 | 35,300 |
| 130 | Epoxy bonding adhesive having coverage 2.20 sqm/kg of approved make | Sqm | 250 | 285.2 | 71,300 |
| 131 | 12 mm average thickness. | Sqm | 150 | 388.65 | 58,297.5 |
| 132 | 25 mm average thickness in 2 layers. | Sqm | 250 | 587.35 | 1,46,837.5 |
| 133 | 50 mm thick in Grade M25 with cement content not less than 330 kg per cum | Sqm | 150 | 569.15 | 85,372.5 |
| 134 | 50 mm thick in Grade M25 with cement content not less than 330 kg per cum | Sqm | 150 | 569.15 | 85,372.5 |
| 135 | Stirrer mixed Acrylic Polymer of approved make @ 2% of weight of cement used) modified Cement slurry made with non shrink compound in concrete/RCC work | Kg | 200 | 119.3 | 23,860 |
| 136 | Epoxy injection grout in concrete/RCC work of approved make | Kg | 200 | 553.4 | 1,10,680 |
| 137 | Cleaning of exposed concrete surface of sticking material including loose and foreign material by sand blasting with coarse sand followed by and including cleaning with oil free air blast as per direction of Engineer in charge. | Sqm | 600 | 382.4 | 2,29,440 |
| 138 | 25 mm thick in Grade M25 with cement content not less than 330 kg per cum | Sqm | 975 | 746.9 | 7,28,227.5 |
| 139 | 50 mm thick in Grade M25 with cement content not less than 330 kg per cum | Sqm | 775 | 1,151.05 | 8,92,063.75 |
| 140 | Providing and inserting 12 mm dia galvanised steel injection nipple in honey comb area and along crack line including drilling of holes of required diametre (20 mm to 30 mm) up to depth from 30 mm to 80 mm at required spacing and making the hole & crack dust free by blowing compressed air, sealing the distance between injection nipple with adhesive chemical of approved make and allow it to cure complete as per direction of Engineer- In-Charge. | Each | 350 | 236.9 | 82,915 |
| Schedule total | ₹3,69,44,839.97 | ||||
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