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Tender Value
₹3.6 Cr
EMD Value
₹7.1 L
Closing Date
28 Jul 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
ADEN HQ
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 :- Construction of buildings/quarters work. Note:- Zone works for repair maintenance of service building/residential quarter will not be considered similar work as "Construction of building/quarters work."
20 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.
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.
Capacity Augmentation and Advancement of Mechanized departmental Laundry over Jodhpur Division
105of2026-27
105of2026-27
Open
Works - General
12 Months
Jodhpur, Rajasthan
₹0
₹7.1 L
28 Jul 2026
7 Jul 2026
14 Jul 2026
135 items across 2 schedules · ₹4,89,28,251.26 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 5km | cum | 300 | 217.16 | 65,148 |
| 2 | All kinds of soil. | cum | 1500 | 286.85 | 4,30,275 |
| 3 | Pipes, cables etc, not exceeding 80 mm dia. | Metre | 400 | 255.55 | 1,02,220 |
| 4 | All kinds of soil | cum | 105 | 104.5 | 10,972.5 |
| 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 | 35 | 7,365.15 | 2,57,780.25 |
| 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 | 200 | 6,670.25 | 13,34,050 |
| 7 | 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 | 540 | 6,326.05 | 34,16,067 |
| 8 | 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 | 640 | 57.15 | 36,576 |
| 9 | 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 | 120 | 8,364.2 | 10,03,704 |
| 10 | cum | 115 | 10,719.3 | 12,32,719.5 | |
| 11 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 815 | 307.95 | 2,50,979.25 |
| 12 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 250 | 669.55 | 1,67,387.5 |
| 13 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 410 | 766.55 | 3,14,285.5 |
| 14 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 120 | 608.35 | 73,002 |
| 15 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm | 170 | 319.25 | 54,272.5 |
| 16 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 16000 | 89.65 | 14,34,400 |
| 17 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 23800 | 89.65 | 21,33,670 |
| 18 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 100 | 8,288.35 | 8,28,835 |
| 19 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 260 | 6,653.45 | 17,29,897 |
| 20 | Masonry work (first sort), in cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 480 | 9,508.65 | 45,64,152 |
| 21 | White sand stone | cum | 25 | 92,223 | 23,05,575 |
| 22 | Red sand stone | cum | 24 | 72,090.35 | 17,30,168.4 |
| 23 | 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 | 365 | 1,063.45 | 3,88,159.25 |
| 24 | Sal wood | cum | 3.6 | 1,06,720.85 | 3,84,195.06 |
| 25 | 35 mm thick shutters | Sqm | 20 | 3,704.45 | 74,089 |
| 26 | Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4mm wide aperture with matching wood beading | Sqm | 350 | 1,521.6 | 5,32,560 |
| 27 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 18 | 2,818.5 | 50,733 |
| 28 | On one side only | Sqm | 20 | 408.05 | 8,161 |
| 29 | Second class teak wood | Sqm | 20 | 4,342.3 | 86,846 |
| 30 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 250 | 197.7 | 49,425 |
| 31 | 75x47x1.70 mm | Each | 45 | 32.75 | 1,473.75 |
| 32 | 300x16 mm | Each | 25 | 180.55 | 4,513.75 |
| 33 | 250x16 mm | Each | 30 | 165.9 | 4,977 |
| 34 | 250x10 mm | Each | 25 | 74.65 | 1,866.25 |
| 35 | 150x10 mm | Each | 30 | 53.05 | 1,591.5 |
| 36 | 100x10 mm | Each | 25 | 39.1 | 977.5 |
| 37 | 100 mm | Each | 90 | 28.25 | 2,542.5 |
| 38 | 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 | 20 | 856.3 | 17,126 |
| 39 | Providing and Fixing factory made uPVC door frame, made of uPVC exturded sections, of size 65 mm x 55 mm with wall thickness 2.0 mm (+/- 0.2 mm), corners of the door frame to be mitred cut and jointed with plastic brackets and stainless steel screws, reinforcing hinge side vertical of the frames with PVC profile of Size 28 mm x 30 mm having wall thickness 2 mm (+/-0.2 mm), including providing & fixing 3 nos of 125 mm long stainless steel hinges to the frame, fixing the frame with jamb with required number & size of anchor dash fastners, all complete as per manufacturer's specification and direction of Engineer-in-charge. | Metre | 120 | 545.6 | 65,472 |
| 40 | Providing and fixing 37 mm thick factory made PVC door shutter, styles and rails made of PVC hollow section of size 100 mm x 37 mm with wall thickness 2 mm (+/- 0.2 mm), with inbuilt bead on one side, styles and rails mitered cut and joint at the corners by means of 2 nos of plastic brackets of size 75 mm x 220 mm at each corner and stainless steel screws, reinforcing the hinge side of style by inserting PVC profile of size 28 mm x 30 mm, with wall thickness 2 mm ( +/- 0.2 mm). Lockrail of size 100 mm x 37 mm, wall thickness 2 mm (+ 0.2 mm) will be fixed to the vertical styles. Providing with PVC snapfit beads and panel of size 100 mm x 20 mm, and inserting 2 nos tie bar of 6 mm dia and fastening with nuts and washers complete, all as per manufacturer's specification and direction of Engineer-in- charge. | Sqm | 45 | 3,654.45 | 1,64,450.25 |
| 41 | Three track three panels sliding window with fly proof SS wire mesh (Two nos. glazed & one no. wire mesh panels) made of (small series) frame 92 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 +/- 0.2 mm and single glazing bead of appropriate dimension (Area of window upto 1.75 sqm). | Sqm | 25 | 10,030.3 | 2,50,757.5 |
| 42 | 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 | 41613 | 111.95 | 46,58,575.35 |
| 43 | Using M.S. angels 40x40x6 mm for diagonal braces | Sqm | 40 | 4,781.15 | 1,91,246 |
| 44 | Electric resistance or induction butt welded tubes | Kg | 12000 | 140.85 | 16,90,200 |
| 45 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 500 | 88.5 | 44,250 |
| 46 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 3000 | 142.3 | 4,26,900 |
| 47 | 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 | 500 | 612.25 | 3,06,125 |
| 48 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 600 | 545 | 3,27,000 |
| 49 | 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. | Sqm | 1200 | 928.65 | 11,14,380 |
| 50 | Light shade pigment using white cement | Sqm | 600 | 1,233.05 | 7,39,830 |
| 51 | 25 mm thick | Sqm | 1400 | 1,706.6 | 23,89,240 |
| 52 | 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 | 150 | 935.6 | 1,40,340 |
| 53 | Size of Tile 800 x 800 mm | Sqm | 350 | 1,544.2 | 5,40,470 |
| 54 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 200 | 3,908.8 | 7,81,760 |
| 55 | In 75x75 mm deep chase | Metre | 45 | 260.2 | 11,709 |
| 56 | 110 mm diameter | Metre | 200 | 319.75 | 63,950 |
| 57 | 110x110x110 mm | Each | 80 | 205.45 | 16,436 |
| 58 | 110x110x110 mm | Each | 40 | 190.75 | 7,630 |
| 59 | 110 mm bend | Each | 40 | 132 | 5,280 |
| 60 | 110 mm Shoe | Each | 40 | 115.95 | 4,638 |
| 61 | 110 mm | Each | 80 | 309.5 | 24,760 |
| 62 | 2 mm thick corrugated (2.5" or 4.2" or 6") or step-down (2" or 3" or 6" ) as specified | Sqm | 200 | 1,179.25 | 2,35,850 |
| 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 | 850 | 671.55 | 5,70,817.5 |
| 64 | 1:6 (1 cement: 6 fine sand) | Sqm | 250 | 282 | 70,500 |
| 65 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). | Sqm | 135 | 442.75 | 59,771.25 |
| 66 | Flush/ Ruled pointing | Sqm | 900 | 319.35 | 2,87,415 |
| 67 | New work (two or more coats) over and including water thinnable priming coat with cement primer | Sqm | 400 | 162.55 | 65,020 |
| 68 | Two or more coats on new work | Sqm | 1600 | 131.45 | 2,10,320 |
| 69 | Lettering with black Japan paint of approved brand and manufacture | per letter per cm height | 600 | 5.05 | 3,030 |
| 70 | 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 | 650 | 123.85 | 80,502.5 |
| 71 | Two coats | Sqm | 500 | 116.05 | 58,025 |
| 72 | Old work (one or more coats) | Sqm | 4000 | 56.8 | 2,27,200 |
| 73 | 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 | 2000 | 20.85 | 41,700 |
| 74 | Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface | Sqm | 900 | 111.6 | 1,00,440 |
| 75 | Old work (one or more coats applied @ 0.83 ltr/10 sqm). | Sqm | 3500 | 74.1 | 2,59,350 |
| 76 | In lime mortar | cum | 70 | 954.8 | 66,836 |
| 77 | Of area 3 sq. metres and below | Each | 8 | 302.7 | 2,421.6 |
| 78 | R.S. Joists | Kg | 380 | 2.8 | 1,064 |
| 79 | Channels, angles, tees and flats | Kg | 250 | 1.9 | 475 |
| 80 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. | Kg | 120 | 4.65 | 558 |
| 81 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | Sqm | 60 | 219.75 | 13,185 |
| 82 | 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 | 120 | 45.05 | 5,406 |
| 83 | Cement concrete prepared with batch mixing machine | cum | 175 | 9,492.9 | 16,61,257.5 |
| 84 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in- charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in- charge). | cum | 80 | 8,613.55 | 6,89,084 |
| 85 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 2200 | 1,011.2 | 22,24,640 |
| 86 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 4 | 5,781.35 | 23,125.4 |
| 87 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 4 | 5,540.55 | 22,162.2 |
| 88 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 6 | 5,268.85 | 31,613.1 |
| 89 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 8 | 2,275 | 18,200 |
| 90 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps | Each | 8 | 2,040.85 | 16,326.8 |
| 91 | 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 | 8 | 299.35 | 2,394.8 |
| 92 | 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 | 2 | 6,119.15 | 12,238.3 |
| 93 | 32 mm dia | Each | 10 | 104.35 | 1,043.5 |
| 94 | 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 | 4 | 1,411.15 | 5,644.6 |
| 95 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 40 | 1,018.05 | 40,722 |
| 96 | Sand cast iron S&S as per IS - 1729 | Each | 6 | 412.95 | 2,477.7 |
| 97 | Sand cast iron S&S as per iron 1729 | Each | 6 | 620.35 | 3,722.1 |
| 98 | 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 | 146.3 | 585.2 |
| 99 | 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 | 204.7 | 818.8 |
| 100 | 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 | 600.35 | 2,401.4 |
| 101 | PN - 10 Pipe, 50 mm OD (SDR-11) | Metre | 200 | 568.6 | 1,13,720 |
| 102 | 15 mm nominal dia Pipes | Metre | 250 | 441.15 | 1,10,287.5 |
| 103 | 20 mm nominal dia Pipes | Metre | 200 | 513.75 | 1,02,750 |
| 104 | 25 mm nominal dia Pipes | Metre | 200 | 626.05 | 1,25,210 |
| 105 | 15 mm nominal dia Pipes | Metre | 150 | 221.35 | 33,202.5 |
| 106 | 20 mm nominal dia Pipes | Metre | 125 | 275.25 | 34,406.25 |
| 107 | 25 mm nominal dia Pipes | Metre | 150 | 370.65 | 55,597.5 |
| 108 | 50 mm nominal dia Pipes | Metre | 300 | 811.85 | 2,43,555 |
| 109 | 25 to 40 mm nominal bore | Each | 4 | 757.1 | 3,028.4 |
| 110 | 15 mm nominal bore | Each | 12 | 303.85 | 3,646.2 |
| 111 | 25 mm nominal bore | Each | 8 | 532.35 | 4,258.8 |
| 112 | 50 mm nominal bore | Each | 4 | 878.25 | 3,513 |
| 113 | 80 mm nominal bore | Each | 2 | 2,227.6 | 4,455.2 |
| 114 | Class II | Each | 6 | 4,500.25 | 27,001.5 |
| 115 | Class II | Each | 10 | 6,661.8 | 66,618 |
| 116 | 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 | 8000 | 9.7 | 77,600 |
| 117 | 15 mm nominal bore | Each | 12 | 434.2 | 5,210.4 |
| 118 | 15 mm nominal bore | Each | 4 | 715.05 | 2,860.2 |
| 119 | 15 mm nominal bore | Each | 14 | 594.75 | 8,326.5 |
| 120 | 15mm nominal bore | Each | 12 | 500.35 | 6,004.2 |
| 121 | 50 mm dia | Each | 8 | 5,171.75 | 41,374 |
| 122 | 80 mm dia | Each | 6 | 6,255.45 | 37,532.7 |
| 123 | 100 mm dia | Each | 10 | 8,214.1 | 82,141 |
| 124 | 100 mm dia Ductile Iron Class K-7 pipes | Metre | 150 | 1,121.1 | 1,68,165 |
| 125 | 150 mm dia Ductile Iron Class K-7 pipes | Metre | 150 | 1,601.3 | 2,40,195 |
| 126 | 250 mm diameter | Metre | 80 | 1,293.9 | 1,03,512 |
| 127 | 300 mm diameter | Metre | 150 | 1,774.5 | 2,66,175 |
| 128 | 250 mm diameter S.W. pipe | Metre | 80 | 1,476.35 | 1,18,108 |
| 129 | 300 mm diameter S.W. pipe | Metre | 150 | 1,089.1 | 1,63,365 |
| 130 | Circular shape 560 mm internal dia | Each | 10 | 1,882.2 | 18,822 |
| 131 | For pipes 100 to 250 mm diameter | Each | 4 | 683.7 | 2,734.8 |
| 132 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 450 | 433.95 | 1,95,277.5 |
| 133 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 400 | 531.8 | 2,12,720 |
| Schedule total | ₹4,88,50,489.46 | ||||
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