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Tender Value
₹2.0 Cr
EMD Value
₹4.0 L
Closing Date
22 Jun 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
ADEN SMR
14 conditions · 2 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 along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
(a)The tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i)Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or (ii)Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or (iii)One similar work costing not less than the amount equal to 60% of advertised value of the tender. (b) (1)In case of tenders for composite works (e.g. works involving more than one distinct component, such as Civil Engineering works, S&T works, Electrical works, OHE works etc. and in the case of major bridges - substructure, superstructure etc.), tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i)Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, or (ii)Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or (iii)One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender. Note for b(1): Separate completed works of minimum required values shall also be considered for fulfillment of technical eligibility criteria for different components. (b)(2)In such cases, what constitutes a component in a composite work shall be clearly pre-defined with estimated tender cost of it, as part of the tender documents without any ambiguity. (b) (3) To evaluate the technical eligibility of tenderer, only components of work as stipulated in tender documents for evaluation of technical eligibility, shall be considered. The scope of work covered in other remaining components shall be either executed by tenderer himself if he has work experience as mentioned in clause 7 of the Standard General Conditions of Contractor through subcontractor fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract or jointly i.e., partly himself and remaining through subcontractor, with prior approval of Chief Engineer in writing. However, if required in tender documents by way of Special Conditions, a formal agreement duly notarised, legally enforceable in the court of law, shall be executed by the main contractor with the subcontractor for the component(s) of work proposed to be executed by the subcontractor(s), and shall be submitted along with the offer for considering subletting of that scope of work towards fulfillment 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 work 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.
Defination of Similar Work :- Any steel structure fabrication work.
20 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.
General Conditions of the Contract (GCC), 2022 is applicable to this contract.
Non-compliance with any of the conditions set forth therein above is liable to result in the tender being rejected.
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.
Conversion of Bus Type Platform shelter along with CC benches on PF-1 at UTL, RHI, TWL & OHV stations, GE station at PF-2 & provision of 01 toilet block for Ladies and Gents with Urinal & 03 Nos. water booth at Odhava station.
90of2026-27~NWR
90of2026-27
Open
Works - General
10 Months
Jodhpur, Rajasthan
₹0
₹4.0 L
22 Jun 2026
29 May 2026
8 Jun 2026
124 items across 1 schedule
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 20 | 177.5 | 3,550 |
| 2 | All kinds of soil. | cum | 350 | 260.3 | 91,105 |
| 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 | 40 | 196 | 7,840 |
| 4 | 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 | 80 | 700.5 | 56,040 |
| 5 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum 200.96 | — | 2,123.75 | 4,26,788.8 |
| 6 | 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 | 1 | 7,878.5 | 7,878.5 |
| 7 | 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 60 | 7,780.3 | 4,66,818 |
| 8 | 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 | 14 | 7,178.75 | 1,00,502.5 |
| 9 | 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 | 105 | 6,812 | 7,15,260 |
| 10 | 1:1 1/2:3 (1 cement : 1 1/2 coarse sand (zone- III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | cum | 12 | 10,357.55 | 1,24,290.6 |
| 11 | 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 | 13 | 9,895.2 | 1,28,637.6 |
| 12 | Foundations, footings, bases for columns | Sqm | 60 | 392.15 | 23,529 |
| 13 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | Sqm | 116 | 842.5 | 97,730 |
| 14 | 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 | 54 | 9,045.75 | 4,88,470.5 |
| 15 | 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 | 9 | 10,852.95 | 97,676.55 |
| 16 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 62 | 392.15 | 24,313.3 |
| 17 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 30 | 842.5 | 25,275 |
| 18 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 120 | 927.25 | 1,11,270 |
| 19 | Shelves (Cast in situ) | Sqm | 2 | 927.25 | 1,854.5 |
| 20 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 40 | 736.4 | 29,456 |
| 21 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 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 | 2 | 10,585.9 | 21,171.8 |
| 22 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg 1360 | — | 107.85 | 1,46,676 |
| 23 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg 2800 | — | 107.85 | 3,01,980 |
| 24 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 3 | 9,504.75 | 28,514.25 |
| 25 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 22 | 9,860.4 | 2,16,928.8 |
| 26 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 68 | 7,311.25 | 4,97,165 |
| 27 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 105 | 9,275.45 | 9,73,922.25 |
| 28 | Area of slab upto 0.50 sqm | Sqm | 40 | 5,413.5 | 2,16,540 |
| 29 | Area of slab over 0.50 sqm | Sqm | 10 | 5,136.3 | 51,363 |
| 30 | Granite work | Metre | 20 | 510.95 | 10,219 |
| 31 | Each | 6 | 978.7 | 5,872.2 | |
| 32 | 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 | 100 | 1,267.95 | 1,26,795 |
| 33 | Sal wood | cum | .16 | 1,16,520.3 | 18,643.25 |
| 34 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 7 | 3,167.95 | 22,175.65 |
| 35 | On one side only | Sqm | 7 | 478 | 3,346 |
| 36 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 180 | 238.35 | 42,903 |
| 37 | 250x10 mm | Each | 4 | 441.6 | 1,766.4 |
| 38 | 200x10 mm | Each | 4 | 358.4 | 1,433.6 |
| 39 | 150x10 mm | Each | 20 | 287.25 | 5,745 |
| 40 | 300x16x5 mm | Each | 4 | 322.2 | 1,288.8 |
| 41 | Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. | Each | 4 | 854.65 | 3,418.6 |
| 42 | 125 mm | Each | 20 | 256.65 | 5,133 |
| 43 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 8 | 121.65 | 973.2 |
| 44 | 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 | 4 | 983.15 | 3,932.6 |
| 45 | 100 mm | Each | 4 | 206.25 | 825 |
| 46 | 125x63x4 mm | Each | 9 | 126.65 | 1,139.85 |
| 47 | 100x63x3.2 mm | Each | 12 | 96.9 | 1,162.8 |
| 48 | Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2 mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame. | Metre | 8 | 570.95 | 4,567.6 |
| 49 | 30 mm thick Fiberglass Reinforced Plastic (F.R.P.) flush door shutter in different plain and wood finish made with fire retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate all around, with suitable wooden blocks inside at required places for fixing of fittings and polyurethane foam (PUF)/Polystyrene foam to be used as filler material throughout the hollow panel, casted monolithically with testing parameters of F.R.P. laminate conforming to table - 3 of IS: 14856, complete as per direction of Engineer- in-charge. | Sqm | 8 | 4,488.95 | 35,911.6 |
| 50 | Providing and fixing factory made door frame (single rebate) made out of solid foam PVC extruded profile of minimum 60 mm width and minimum 30 mm thickness, having homogenous fine cellular structure and integral smooth outer skin. The frame's vertical and horizontal members to be mitered cut and joined together with PVC solvent adhesive / cement and both corners strengthened with fully threaded steel screws (of required size) fixed diagonally. The door frame is to be fixed to door jambs using 6 Nos. SS 304 grade minimum 8 mm dia CSK Phillips stainless steel self tapping screws/fasteners with PA6 grade polyamide sleeves both of required size, and gap if any between the door frame and the jamb must be filled with clear silicon, complete as per direction of the Engineer-in-Charge. | Metre | 13 | 696 | 9,048 |
| 51 | 5 mm thick solid foam PVC panel of required size with moulded/ extruded beading of appropriate design shape and size as per manufacturer's specifications ( to secure the panel insert tight in place within the style and rails of shutter) matching the colour and shade of shutter frame. Decorative type. | Sqm | 16 | 4,138.35 | 66,213.6 |
| 52 | 1.0 mm thick | Sqm | 4 | 897.3 | 3,589.2 |
| 53 | Using R3 series with frame (55 mm & above) x (40 mm & above) & sash (30 mm & above) x (74 mm & above). (Height upto 2.5 metre). | Sqm | 4 | 8,106.3 | 32,425.2 |
| 54 | Using R2 series with frame (39mm & above ) x (39mm & above) & sash /mullion (39mm & above) x (60mm & above). (Height upto 1.2 meter) | Sqm | 2 | 12,254.9 | 24,509.8 |
| 55 | Using R3 series with frame (55mm & above ) x (45mm & above) & sash /mullion (55mm & above) x (65mm & above). (Height above 1.2 meter) | Sqm | 2 | 11,919.85 | 23,839.7 |
| 56 | 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 24800 | — | 133.7 | 33,15,760 |
| 57 | Using M.S. angels 40x40x6 mm for diagonal braces | Sqm | 8 | 5,804.35 | 46,434.8 |
| 58 | Hot finished seamless type tubes | Kg 11900 | — | 206.35 | 24,55,565 |
| 59 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg 1620 | — | 97.2 | 1,57,464 |
| 60 | Providing and fixing bolts including nuts and washers complete. | Kg | 390 | 159.35 | 62,146.5 |
| 61 | 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 | 80 | 772.4 | 61,792 |
| 62 | Light shade pigment using white cement | Sqm | 6 | 1,402 | 8,412 |
| 63 | 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 | 20 | 1,096.55 | 21,931 |
| 64 | Size of Tile 600 x 600 mm | Sqm | 16 | 1,453.65 | 23,258.4 |
| 65 | Size of Tile 800 x 800 mm | Sqm | 16 | 1,534.85 | 24,557.6 |
| 66 | Size of Tile 800 x 800 mm | Sqm | 12 | 1,728.8 | 20,745.6 |
| 67 | Size of Tile 600 x 600 mm | Sqm | 16 | 1,464.85 | 23,437.6 |
| 68 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 960 | 3,186.7 | 30,59,232 |
| 69 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 34 | 4,481.3 | 1,52,364.2 |
| 70 | 0.80 mm thick with zinc coating not less than 275 gm/m2 | Metre | 96 | 1,029.65 | 98,846.4 |
| 71 | 110 mm diameter | Metre | 108 | 377.4 | 40,759.2 |
| 72 | 110x110x110 mm | Each | 6 | 234.15 | 1,404.9 |
| 73 | 110x110x110 mm | Each | 10 | 221.35 | 2,213.5 |
| 74 | 110 mm bend | Each | 16 | 150.35 | 2,405.6 |
| 75 | 110 mm Shoe | Each | 16 | 131.85 | 2,109.6 |
| 76 | 110 mm | Each | 16 | 371.3 | 5,940.8 |
| 77 | 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 1020 | — | 738.65 | 7,53,423 |
| 78 | 1:6 (1 cement: 6 fine sand) | Sqm | 20 | 333.35 | 6,667 |
| 79 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). | Sqm | 422 | 518.55 | 2,18,828.1 |
| 80 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 300 | 262.7 | 78,810 |
| 81 | Flush/ Ruled pointing | Sqm | 100 | 385.4 | 38,540 |
| 82 | New work (two or more coats) with a base coat of white washing with lime | Sqm | 60 | 53.3 | 3,198 |
| 83 | New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm | Sqm | 20 | 223.6 | 4,472 |
| 84 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm | 300 | 226.25 | 67,875 |
| 85 | Two or more coats on new work | Sqm | 900 | 146.8 | 1,32,120 |
| 86 | Lettering with black Japan paint of approved brand and manufacture | per 3002 letter per cm height | — | 6.15 | 18,462.3 |
| 87 | One coat | Sqm | 400 | 92 | 36,800 |
| 88 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 10 | 2,434.25 | 24,342.5 |
| 89 | In cement mortar | cum | 20 | 2,458.95 | 49,179 |
| 90 | Water bound macadam road | Sqm | 960 | 217.45 | 2,08,752 |
| 91 | bituminous road | Sqm | 960 | 428.5 | 4,11,360 |
| 92 | 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 | 180 | 263.95 | 47,511 |
| 93 | 63 mm to 45 mm size stone aggregate | cum | 25 | 1,636.05 | 40,901.25 |
| 94 | 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 | 25 | 1,046.95 | 26,173.75 |
| 95 | Providing and laying C.C. pavement of mix M- 25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately). | cum | 45 | 9,823.8 | 4,42,071 |
| 96 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 6 | 6,767.4 | 40,604.4 |
| 97 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps | Each | 6 | 2,301.75 | 13,810.5 |
| 98 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 4 | 1,683.35 | 6,733.4 |
| 99 | 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 | 4 | 349.15 | 1,396.6 |
| 100 | Providing and fixing CP Brass Single lever telephonic wall mixer of quality and make as approved by Engineer in charge.(a) 15 mm nominal dia | Each | 6 | 6,940.75 | 41,644.5 |
| 101 | 40 mm dia | Each | 6 | 116.7 | 700.2 |
| 102 | 40 mm dia | Each | 4 | 119.55 | 478.2 |
| 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 | 4 | 1,607.95 | 6,431.8 |
| 104 | Rectangular shape 1500x450 mm | Each | 4 | 2,093 | 8,372 |
| 105 | Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. | Each | 4 | 1,083.5 | 4,334 |
| 106 | C.P. brass | Each | 4 | 803.7 | 3,214.8 |
| 107 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. | Each | 4 | 168.35 | 673.4 |
| 108 | Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. | Each | 4 | 231.95 | 927.8 |
| 109 | 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 | 4 | 708.95 | 2,835.8 |
| 110 | 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 | 2 | 14,999.15 | 29,998.3 |
| 111 | 15 mm nominal dia Pipes | Metre | 50 | 497.8 | 24,890 |
| 112 | 25 mm nominal dia Pipes | Metre | 20 | 627.25 | 12,545 |
| 113 | 15 mm nominal dia Pipes | Metre | 30 | 244.7 | 7,341 |
| 114 | 25 mm nominal dia Pipes | Metre | 110 | 355.4 | 39,094 |
| 115 | 40 mm nominal dia Pipes | Metre | 10 | 563.05 | 5,630.5 |
| 116 | 50 mm nominal dia Pipes | Metre | 290 | 794.25 | 2,30,332.5 |
| 117 | 25 to 40 mm nominal bore | Each | 1 | 911.9 | 911.9 |
| 118 | 15 mm nominal bore | Each | 5 | 506.8 | 2,534 |
| 119 | 15 mm nominal bore | Each | 10 | 820.7 | 8,207 |
| 120 | 15 mm nominal bore | Each | 4 | 670.45 | 2,681.8 |
| 121 | 15mm nominal bore | Each | 10 | 574.3 | 5,743 |
| 122 | 15 mm nominal bore, 98 mm long, weighing not less than 75 gms | Each | 6 | 112.8 | 676.8 |
| 123 | 150 mm diameter | Metre | 70 | 695.8 | 48,706 |
| 124 | 150 mm diameter S.W. pipe | Metre | 70 | 743.1 | 52,017 |
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