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Tender Value
₹1.7 Cr
EMD Value
₹3.3 L
Closing Date
10 Apr 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Revenue
NRCH
14 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-VIIB, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
Technical Eligibility 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: (i) Three similar works costing not less than the amount equal to 30% of advertised value of the tender, or (ii) Two similar works 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) (i) In case of tender 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 costing not less than the amount equal to 30% of advertised value of each component of tender, or (iii) Two similar works costing not less than the amount equal to 40% of advertised value of each component of tender, or (iv) One similar work costing not less than the amount equal to 60% of advertised value of each component of tender. Note for (b) (i) Separate completed works of minimum required values shall also be considered for fulfillment of technical eligibility criteria for different components. (b) (ii) 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) (iii) 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 (a) (ii) of Part-II of the Standard General Conditions of Contract or through subcontractor fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract Part-II of GCC 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 fulfil 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 w
Defination of Similar Work :- Any Civil work other than track work
10 conditions · 2 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.
Tenderer may please note that offers received without requisite/mandatory documents as mentioned above, will be considered as invalid tender and for which contractor shall have no claim on Railway.
The tenderer shall visit the site of work and acquaint himself/themselves with the conditions of work viz. approach roads and accessibility, availability of materials, electric power, water for work and drinking purposes, site for labour camps, stores, godowns, extent of lead/lift in work, availability of skilled and unskilled labour etc. that may be encountered in the course of execution of work. In short, he/they should familiarize himself/themselves fully with the all the conditions of the work site & all the financial implications due to the above conditions is deemed to be understood and taken care of while bidding the offer.
Repair to Water Supply, Sanitary & drainage system etc and uplifting and renovation in the NRCH in the S/O SSE/W/NRCH under ADEN/NRCH.
NIT-13-25-26-NRCH
NIT-13-25-26-NRCH
Open
Works - General
8 Months
Unknown (Unspecified Location)
₹0
₹3.3 L
10 Apr 2026
16 Mar 2026
27 Mar 2026
153 items across 1 schedule · ₹1,65,75,795.9 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 | 500 | 411.3 | 2,05,650 |
| 2 | All kinds of soil. | cum | 4 | 286.85 | 1,147.4 |
| 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 | 4 | 253.95 | 1,015.8 |
| 4 | All kinds of soil | Sqm | 40 | 28.15 | 1,126 |
| 5 | 1:1.5:3 (1 Cement: 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 6 | 7,783.65 | 46,701.9 |
| 6 | 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 | 68 | 6,326.05 | 4,30,171.4 |
| 7 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. | Per bag of cement of 50kg | 39 | 57.15 | 2,228.85 |
| 8 | Extra for concrete work in superstructure above floor V level for each four floors or part thereof. | cum | 4 | 1,294.45 | 5,177.8 |
| 9 | cum | 2 | 10,719.3 | 21,438.6 | |
| 10 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 59 | 307.95 | 18,169.05 |
| 11 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 59 | 766.55 | 45,226.45 |
| 12 | Shelves (Cast in situ) | Sqm | 39 | 766.55 | 29,895.45 |
| 13 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 39 | 608.35 | 23,725.65 |
| 14 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 979 | 89.65 | 87,767.35 |
| 15 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 979 | 89.65 | 87,767.35 |
| 16 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 21 | 6,882 | 1,44,522 |
| 17 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 15 | 8,288.35 | 1,24,325.25 |
| 18 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 100 | 1,018.05 | 1,01,805 |
| 19 | Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. | Sqm | 196 | 86.45 | 16,944.2 |
| 20 | Area of slab upto 0.50 sqm | Sqm | 30 | 4,679.35 | 1,40,380.5 |
| 21 | Area of slab over 0.50 sqm | Sqm | 30 | 4,425.35 | 1,32,760.5 |
| 22 | Granite work | Metre | 197 | 418.85 | 82,513.45 |
| 23 | Sqm | 100 | 417.6 | 41,760 | |
| 24 | Fastener with threaded dia 10 mm | Each | 192 | 33.8 | 6,489.6 |
| 25 | Decorative veneer facings approved manufacture | Sqm | 50 | 1,645.8 | 82,290 |
| 26 | 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 | 350 | 1,063.45 | 3,72,207.5 |
| 27 | Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including: (a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design. (b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc. (c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium item.s The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. | Sqm | 126 | 4,474.2 | 5,63,749.2 |
| 28 | Second class teak wood | cum | 4 | 1,31,576.95 | 5,26,307.8 |
| 29 | Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4mm wide aperture with matching wood beading | Sqm | 39 | 1,521.6 | 59,342.4 |
| 30 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 10 | 3,086.1 | 30,861 |
| 31 | 125x64x1.90 mm | Each | 41 | 95.5 | 3,915.5 |
| 32 | 100 mm | Each | 41 | 189.85 | 7,783.85 |
| 33 | 75 mm | Each | 50 | 149.7 | 7,485 |
| 34 | Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. | Each | 30 | 1,025.65 | 30,769.5 |
| 35 | Size 40 mm | Each | 50 | 272.95 | 13,647.5 |
| 36 | Providing and fixing 2nd class teak wood lipping/ moulded beading or taj beading of size 18X5 mm fixed with wooden adhesive of approved quality and screws/nails on the edges of the Pre-laminated particle board as per direction of Engineer-in-charge. | Metre | 200 | 85.6 | 17,120 |
| 37 | Double strip (horizontal type) | Each | 50 | 34.15 | 1,707.5 |
| 38 | Providing and fixing powder coated telescopic drawer channels 300 mm long with necessary screws etc. complete as per directions of Engineer- in-charge. | Set | 100 | 355.05 | 35,505 |
| 39 | Providing and fixing factory made door frame (single rebate) made out of single piece extruded solid PVC foam profile with homogenous fine cellular structure having smooth outer integral skin having 62 mm width & 32 mm thickness, frame will be mitred & Jointed with self driven self tapping screws of size 38 mm x 4 mm & PVC solvent cement, including fixing the frame to wall with suitable dia & length anchor fastener as per manufacturer's specification and direction of Engineer-in-charge. | Metre | 50 | 481.85 | 24,092.5 |
| 40 | Decorative finish (both side wood grained finish) | Sqm | 20 | 3,194.4 | 63,888 |
| 41 | 1.0 mm thick | Sqm | 150 | 764 | 1,14,600 |
| 42 | Second class teak wood | Sqm | 20 | 4,631.8 | 92,636 |
| 43 | With 2nd class teak wood beading 62X19 mm | Sqm | 30 | 1,404.25 | 42,127.5 |
| 44 | 12mm thick commercial ply conforming to IS : 1328 BWR type | Sqm | 30 | 1,084.6 | 32,538 |
| 45 | 125 mm | Each | 50 | 100.45 | 5,022.5 |
| 46 | 100mm | Each | 50 | 75.7 | 3,785 |
| 47 | 75 mm | Each | 25 | 48.95 | 1,223.75 |
| 48 | Providing and fixing 19mm thick both side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand boxes,shelves,racks,almirah,cupboard and drawer etc. including necessary nails,screws etc. complete as per direction of Engineer-in-charge. | Sqm | 70 | 2,339.6 | 1,63,772 |
| 49 | 200 mm | Each | 20 | 153.15 | 3,063 |
| 50 | Providing and fixing stainless steel soft closing spring hinges at 0 degree hinges (hydraulic type) of approved make/brand to cupboard shutters with full threaded steel screws including making necessary recess in board and finished etc. complete as per direction of Engineer-in-charge. | Each | 20 | 226.75 | 4,535 |
| 51 | Providing and fixing 2mm thick 16 to 19mm wide PVC edge binding tape of approved quality for cupboard/wardrobe shutters including necessary synthetic resin hot pressed to edges on binding machine etc. complete as per directions of Engineer- in- charge. | Metre | 300 | 38.45 | 11,535 |
| 52 | Hot finished welded type tubes | Kg 8000 | — | 154.9 | 12,39,200 |
| 53 | In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete | Kg 1458 | — | 102.25 | 1,49,080.5 |
| 54 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 679 | 142.3 | 96,621.7 |
| 55 | 10 x 120 mm | Each | 387 | 144.6 | 55,960.2 |
| 56 | 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 1800 | — | 612.25 | 11,02,050 |
| 57 | Size of Tile 600 x 600 mm | Sqm | 200 | 1,311.05 | 2,62,210 |
| 58 | Deduct for not grouting the joints with white cement and matching pigment in the items of fixing of vitrified tiles. | Sqm | 200 | -11.7 | -2,340 |
| 59 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 100 | 3,908.8 | 3,90,880 |
| 60 | Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red | Sqm | 100 | 2,677.9 | 2,67,790 |
| 61 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | Sqm | 600 | 1,145.95 | 6,87,570 |
| 62 | 12.5 mm thick tapered edge gypsum moisture resistant board | Sqm | 600 | 1,300.5 | 7,80,300 |
| 63 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in- charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | Sqm | 587 | 671.55 | 3,94,199.85 |
| 64 | Ridges plain (500 - 600mm) | Metre | 100 | 450.6 | 45,060 |
| 65 | Gutter (600 mm over all girth) | Metre | 100 | 1,110.6 | 1,11,060 |
| 66 | GI Metal Ceiling Clip in plain Beveled edge global white color tiles of size 600x600 and 0.5 mm thick with 25 mm height, made of G I sheet having galvanizing of 100 gms/ sqm (both sides inclusive) and electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending. | Sqm | 344 | 1,871.8 | 6,43,899.2 |
| 67 | 1:6 (1 cement: 6 coarse sand) | Sqm | 200 | 294.35 | 58,870 |
| 68 | 1:6 (1 cement: 6 coarse sand) | Sqm | 979 | 339.1 | 3,31,978.9 |
| 69 | 20 mm cement plaster | Sqm 1075 | — | 507.85 | 5,45,938.75 |
| 70 | Water thinnable cement primer | Sqm 1000 | — | 64.45 | 64,450 |
| 71 | Washed stone grit plaster on exterior walls height upto 10 metre above ground level, in two layers, under layer 12 mm cement plaster 1:4 (1 cement : 4 coarse sand ), furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 Kg of cement per square metre, top layer 15 mm cement plaster 1:1/ 2:2 (1 cement: 1/2 coarse sand : 2 stone chipping 10 mm nominal size), in panels with groove all around as per approved pattern, including scrubbing and washing the top layer with brushes and water to expose the stone chippings ,complete as per specification and direction of Engineer-in- charge (payment for providing grooves shall be made separately). | Sqm 1100 | — | 985.45 | 10,83,995 |
| 72 | 15 mm wide and 15 mm deep groove | Metre 1100 | — | 62.5 | 68,750 |
| 73 | Extra for washed grit plaster on exterior walls of height more than 10 m from ground level for every additional height of 3 m or part thereof. | Sqm | 500 | 140.85 | 70,425 |
| 74 | Extra for using white cement in place of ordinary cement in the top layer of the item of washed stone grit plaster. | Sqm | 779 | 82.95 | 64,618.05 |
| 75 | Extra for addition of synthetic Polyester triangular fibre of length 6 mm, effective diameter 10-40 microns and specific gravity of 1.34 to 1.40 in cement plaster/mortar by using 125 gms. of synthetic Polyester triangular fibre for 50 Kgs. cement used in cement mortar as per directions of Engineer- in-Charge. | Per bag of cement of 50kg | 392 | 68.55 | 26,871.6 |
| 76 | With cement mortar 1:4 (1cement: 4 coarse sand) | Sqm | 100 | 478 | 47,800 |
| 77 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 20 | 2,007.1 | 40,142 |
| 78 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | cum | 4 | 2,928.1 | 11,712.4 |
| 79 | In cement mortar | cum | 20 | 1,698.45 | 33,969 |
| 80 | From brick work in cement mortar | 1000 2000 Nos. | — | 5,522.25 | 11,044.5 |
| 81 | Of area 3 sq. metres and below | Each | 39 | 302.7 | 11,805.3 |
| 82 | For thickness of tiles 10 mm to 25 mm | Sqm | 196 | 60.5 | 11,858 |
| 83 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | Sqm | 98 | 219.75 | 21,535.5 |
| 84 | 75 to 80 mm dia pipe | Metre | 296 | 62.4 | 18,470.4 |
| 85 | 100 mm dia pipe | Metre | 296 | 64.3 | 19,032.8 |
| 86 | 15 mm to 40 mm nominal bore | Metre | 296 | 124.1 | 36,733.6 |
| 87 | Above 40 mm nominal bore | Metre | 296 | 134.25 | 39,738 |
| 88 | 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 2916 | — | 45.05 | 1,31,365.8 |
| 89 | Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material with in 50 meters lead as directed by Engineer-in-charge. | Sqm 1479 | — | 46.5 | 68,773.5 |
| 90 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 5 | 5,781.35 | 28,906.75 |
| 91 | White glazed fire clay kitchen sink of size 600x450x 250 mm | Each | 2 | 3,302.95 | 6,605.9 |
| 92 | 510x1040 mm bowl depth 250 mm | Each | 5 | 6,008.45 | 30,042.25 |
| 93 | 610x510 mm bowl depth 200 mm | Each | 5 | 4,274.4 | 21,372 |
| 94 | Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. (a) 15 mm nominal dia | Each | 8 | 6,119.15 | 48,953.2 |
| 95 | C.P. brass | Each | 15 | 680.8 | 10,212 |
| 96 | Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 | Metre | 148 | 1,077.4 | 1,59,455.2 |
| 97 | Centrifugally cast (spun) iron socketed pipe as per IS: 3989 | Metre | 129 | 1,042.1 | 1,34,430.9 |
| 98 | 75 mm dia pipe | Each | 69 | 138.7 | 9,570.3 |
| 99 | 100 mm dia pipe | Each | 69 | 163.45 | 11,278.05 |
| 100 | For 100 mm dia pipe | Each | 129 | 308.45 | 39,790.05 |
| 101 | For 75 mm dia pipe | Each | 129 | 304.45 | 39,274.05 |
| 102 | Sand cast iron S&S as per IS - 3989 | Each | 54 | 597.6 | 32,270.4 |
| 103 | Sand cast iron S&S as per IS- 3989 | Each | 54 | 453.4 | 24,483.6 |
| 104 | Sand cast iron S&S as per IS : 3989 | Each | 54 | 439.75 | 23,746.5 |
| 105 | Sand cast iron S&S as per IS - 3989 | Each | 54 | 298.2 | 16,102.8 |
| 106 | Sand cast iron S&S as per IS - 3989 | Each | 49 | 439.75 | 21,547.75 |
| 107 | Sand cast iron S&S as per IS - 3989 | Each | 30 | 904.95 | 27,148.5 |
| 108 | Sand cast iron S&S as per IS - 3989 | Each | 30 | 721 | 21,630 |
| 109 | Sand cast iron S&S as per IS - 3989 | Each | 30 | 932.1 | 27,963 |
| 110 | Sand cast iron S&S as per IS 3989 | Each | 30 | 760.85 | 22,825.5 |
| 111 | Sand cast iron S&S as per IS - 3989 | Each | 25 | 613.65 | 15,341.25 |
| 112 | With 100 mm dia pipe | Each | 30 | 580.9 | 17,427 |
| 113 | Sand cast iron S&S as per IS - 1729 | Each | 30 | 711.35 | 21,340.5 |
| 114 | Sand cast iron S&S as per IS - 3989 | Each | 30 | 439.75 | 13,192.5 |
| 115 | Sand cast iron S&S as per IS - 3989 | Each | 59 | 439.75 | 25,945.25 |
| 116 | Sand cast iron S&S as per IS - 3989 | Each | 30 | 271.45 | 8,143.5 |
| 117 | Sand cast iron S&S as per IS: 3989 | Each | 59 | 1,604.1 | 94,641.9 |
| 118 | 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 | 5 | 13,036.55 | 65,182.75 |
| 119 | Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge. | Each | 5 | 7,004.45 | 35,022.25 |
| 120 | Providing and fixing floor mounted, white vitreous china single piece, double traps syphonic water closet of approved brand/make, shape, size and pattern including integrated white vitreous china cistern of capacity 10 litres with dual flushing system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts and gasket etc including making connection with the existing P/S trap, complete in all respect as per directions of Engineer-in-Charge. | Each | 5 | 16,100.4 | 80,502 |
| 121 | 15 mm dia nominal bore | Metre | 392 | 485.2 | 1,90,198.4 |
| 122 | 20 mm dia nominal bore | Metre | 587 | 541.1 | 3,17,625.7 |
| 123 | 50 mm dia nominal bore | Metre | 487 | 654.2 | 3,18,595.4 |
| 124 | 25 mm nominal bore | Each | 49 | 532.35 | 26,085.15 |
| 125 | 50 mm nominal bore | Each | 49 | 878.25 | 43,034.25 |
| 126 | Vertical | Each | 20 | 1,320.8 | 26,416 |
| 127 | 15 mm nominal bore | Each | 98 | 85.2 | 8,349.6 |
| 128 | 150 mm diameter | Each | 29 | 190.1 | 5,512.9 |
| 129 | 15 mm nominal bore | Each | 196 | 262.3 | 51,410.8 |
| 130 | 25 mm nominal bore | Each | 98 | 369.35 | 36,196.3 |
| 131 | 50 mm nominal bore | Each | 49 | 706.7 | 34,628.3 |
| 132 | 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 10000 | — | 9.7 | 97,000 |
| 133 | 15 mm nominal bore | Each | 19 | 708.4 | 13,459.6 |
| 134 | 15 mm nominal bore | Each | 20 | 594.75 | 11,895 |
| 135 | 15mm nominal bore | Each | 28 | 500.35 | 14,009.8 |
| 136 | Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. | Each | 192 | 61.7 | 11,846.4 |
| 137 | 15 mm nominal bore | Each | 10 | 8,050.5 | 80,505 |
| 138 | 300 mm dia. R.C.C. pipe | Metre | 39 | 902.05 | 35,179.95 |
| 139 | Circular shape 560 mm internal diameter | Each | 7 | 1,494.2 | 10,459.4 |
| 140 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 7 | 5,589.45 | 39,126.15 |
| 141 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 92 | 466.3 | 42,899.6 |
| 142 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 60 | 564.8 | 33,888 |
| 143 | Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side | Sqm | 50 | 965.1 | 48,255 |
| 144 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 50 | 1,019.8 | 50,990 |
| 145 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 80 | 1,325.55 | 1,06,044 |
| 146 | Upto 5mm depth and 5 mm width | Metre | 196 | 85.25 | 16,709 |
| 147 | Powder coated minimum thickness 50 micron aluminium | Each | 98 | 89.6 | 8,780.8 |
| 148 | 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 | 68 | 560.85 | 38,137.8 |
| 149 | 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 | 196 | 516.6 | 1,01,253.6 |
| 150 | Bars upto 12 mm diameter | Metre | 146 | 6.65 | 970.9 |
| 151 | Epoxy bonding adhesive having coverage 2.20 sqm/kg of approved make | Sqm | 300 | 390.45 | 1,17,135 |
| 152 | 25 mm average thickness in 2 layers. | Sqm | 654 | 510.5 | 3,33,867 |
| 153 | Wooven PVC cloth | Sqm | 292 | 45.7 | 13,344.4 |
| Schedule total | ₹1,65,75,795.9 | ||||
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