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Tender Value
₹2.7 Cr
EMD Value
₹2.8 L
Closing Date
24 Mar 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 :- Any Civil Engineering work
10 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.
Improvement to staff quarters in D.S. Colony, Medical colony in the section of ADEN/HQ/JU
179OF2025-26
179OF2025-26
Open
Works - General
6 Months
Jodhpur, Rajasthan
₹0
₹2.8 L
24 Mar 2026
2 Mar 2026
10 Mar 2026
139 items across 2 schedules · ₹4,30,97,447 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 5km | cum | 900 | 217.16 | 1,95,444 |
| 2 | Beyond 10 km upto 20 km per km | cum- km | 900 | 12.62 | 11,358 |
| 3 | All kinds of soil | Sqm | 200 | 107 | 21,400 |
| 4 | All kinds of soil. | cum | 500 | 286.85 | 1,43,425 |
| 5 | 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 | 200 | 253.95 | 50,790 |
| 6 | All kinds of soil | Sqm | 1000 | 28.15 | 28,150 |
| 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 | 350 | 6,326.05 | 22,14,117.5 |
| 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 | 50 | 9,375.2 | 4,68,760 |
| 9 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 30 | 8,414.65 | 2,52,439.5 |
| 10 | Cement mortar 1 : 3 (1 cement : 3 coarse sand) | Sqm | 50 | 994.75 | 49,737.5 |
| 11 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 20 | 6,653.45 | 1,33,069 |
| 12 | Masonry work (first sort), in cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 20 | 9,508.65 | 1,90,173 |
| 13 | Masonry work (second sort), in cement mortar 1:6 (1 cement: 6 coarse sand) | cum | 50 | 8,974.5 | 4,48,725 |
| 14 | Red sand stone | cum | 2 | 50,995 | 1,01,990 |
| 15 | Red sand stone | cum | 10 | 72,090.35 | 7,20,903.5 |
| 16 | Area of slab upto 0.50 sqm | Sqm | 1200 | 4,679.35 | 56,15,220 |
| 17 | Granite work | Metre | 1500 | 418.85 | 6,28,275 |
| 18 | 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 | 2000 | 1,063.45 | 21,26,900 |
| 19 | Sal wood | cum | 1 | 1,06,720.85 | 1,06,720.85 |
| 20 | 5.0 mm thick glass panes (weight not less than 12.50 kg/sqm). | Sqm | 50 | 2,231.2 | 1,11,560 |
| 21 | Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4mm wide aperture with matching wood beading | Sqm | 30 | 1,521.6 | 45,648 |
| 22 | 18 mm thick | Sqm | 15 | 1,089.3 | 16,339.5 |
| 23 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 15 | 2,818.5 | 42,277.5 |
| 24 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 225 | 1,881.95 | 4,23,438.75 |
| 25 | 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 | 50 | 401.4 | 20,070 |
| 26 | Second class teak wood | Sqm | 100 | 4,342.3 | 4,34,230 |
| 27 | Providing and fixing 18 mm thick, 150 mm wide pelmet of flat pressed 3 layer or graded wood particle board medium density grade I, IS : 3087 marked, including top cover of 6 mm commercial ply wood conforming to IS: 303 BWR grade, nickel plated M.S. pipe 20 mm dia ( heavy type) curtain rod with nickel plated brackets, including fixing with 25x3 mm M.S. flat 10 cm long fixed to pelmet with hollock wood cleats of size 100 mm x 40 mm x 40 mm on both inner side of pelmet and rawl plugs 75 mm long etc. all complete. | Metre | 100 | 511.55 | 51,155 |
| 28 | 25 mm dia | Metre | 300 | 482.3 | 1,44,690 |
| 29 | With 12 mm mild steel U beading | Sqm | 150 | 812.4 | 1,21,860 |
| 30 | 125 mm | Each | 500 | 224.95 | 1,12,475 |
| 31 | 100 mm | Each | 500 | 196.7 | 98,350 |
| 32 | 250x16 mm | Each | 350 | 165.9 | 58,065 |
| 33 | 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 |
| 34 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with awall thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer's specification and direction of Engineer- in-Charge. | Metre | 250 | 408.25 | 1,02,062.5 |
| 35 | 30 mm thick plain PVC door shutters | Sqm | 100 | 2,455.1 | 2,45,510 |
| 36 | With 2nd class teak wood beading 62X19 mm | Sqm | 300 | 1,404.25 | 4,21,275 |
| 37 | 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 | 3 | 10,030.3 | 30,090.9 |
| 38 | 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 | 111.95 | 2,79,875 |
| 39 | Using M.S. angels 40x40x6 mm for diagonal braces | Sqm | 100 | 4,781.15 | 4,78,115 |
| 40 | Hot finished welded type tubes | Kg | 2000 | 154.9 | 3,09,800 |
| 41 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 400 | 545 | 2,18,000 |
| 42 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 60 | 7,958.65 | 4,77,519 |
| 43 | Dark shade pigment using ordinary cement | Sqm | 100 | 983.95 | 98,395 |
| 44 | 25 mm thick | Sqm | 500 | 1,706.6 | 8,53,300 |
| 45 | 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 | 400 | 935.6 | 3,74,240 |
| 46 | Size of Tile 600x600 mm | Sqm | 900 | 1,416.65 | 12,74,985 |
| 47 | Size of Tile 600 x 1200 mm | Sqm | 500 | 1,612.75 | 8,06,375 |
| 48 | Crazy ceramic tile flooring, with under layer 12 mm thick cement mortar 1:4 (1 cement: 4 coarse sand), with joints not exceeding 5 mm, including filling the gaps with ordinary cement mixture & mixing with synthetic polyester fibre, triangular in shape having specific gravity of 1.34 to 1.40, cross section size ranging from 10 to 40 micron & length upto 6 mm , mixing fibre @ 125 grams per 50 kg of cement in cement mortar, including providing and mixing water proofing material in mortar @ 1 kg per 50 kg of cement, all complete as per direction of Engineer-in- charge. | Sqm | 1500 | 815.45 | 12,23,175 |
| 49 | In 75x75 mm deep chase | Metre | 1500 | 260.2 | 3,90,300 |
| 50 | 110 mm diameter | Metre | 1000 | 319.75 | 3,19,750 |
| 51 | 110 mm | Each | 100 | 119.95 | 11,995 |
| 52 | 110x110x110 mm | Each | 100 | 205.45 | 20,545 |
| 53 | 110 mm bend | Each | 100 | 132 | 13,200 |
| 54 | 110 mm Shoe | Each | 100 | 115.95 | 11,595 |
| 55 | 110 mm | Each | 100 | 309.5 | 30,950 |
| 56 | 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 | 100 | 671.55 | 67,155 |
| 57 | 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 | 4000 | 442.75 | 17,71,000 |
| 58 | Neat cement punning. | Sqm | 100 | 67.8 | 6,780 |
| 59 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 4000 | 214.3 | 8,57,200 |
| 60 | Flush/ Ruled pointing | Sqm | 8000 | 319.35 | 25,54,800 |
| 61 | Flush/ Ruled pointing | Sqm | 2000 | 177.85 | 3,55,700 |
| 62 | Lettering with black Japan paint of approved brand and manufacture | per letter per cm height | 20000 | 5.05 | 1,01,000 |
| 63 | 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 | 2000 | 123.85 | 2,47,700 |
| 64 | Two coats | Sqm | 7000 | 90.05 | 6,30,350 |
| 65 | Two coats | Sqm | 6000 | 116.05 | 6,96,300 |
| 66 | 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 | 7000 | 20.85 | 1,45,950 |
| 67 | One or more coats on old work | Sqm | 3000 | 86.55 | 2,59,650 |
| 68 | Old work (one or more coats @ 2.20 kg/10 sqm) complete. | Sqm | 2000 | 63.25 | 1,26,500 |
| 69 | Float glass panes of nominal thickness 5 mm (weight not less than 12.5kg/sqm) | Sqm | 200 | 1,654.3 | 3,30,860 |
| 70 | Cleaning of terrace/loft water storage tank (inside surface area) upto 2000 litre capacity at all heights with coconut brushes, duster etc., removal of silt, rubbish from the tank and cleaning the tank with fresh water disinfecting with bleaching powder @ 0.5gm per litre capacity of tank including marking the date of cleaning on the side of tank body with the help of stencil and paint and disposing of malba all complete as per direction of Engineer-in-Charge. (The old date already written on tank should be removed with paint remover or black paint and if date is not written with the stencil or old date is not removed deduction will be made @ Rs. 0.10 per litre) (if during cleaning any GI fittings or ball cock is damaged that is to be repaired by contractor at his own cost and nothing extra will be paid on this account) | Litre | 50000 | 0.4 | 20,000 |
| 71 | Cleaning and desilting of gully trap chamber, including removal of rubbish mixed with earth etc. and disposal of same, all as per the direction of Engineer-in-charge. | Each | 50 | 89.45 | 4,472.5 |
| 72 | Disconnecting damaged overhead/terrace PVC water storage tank of any size from water supply line and removing from the terrace including shifting at ground level as per direction of Engineer-in-charge. | Each | 50 | 357.55 | 17,877.5 |
| 73 | Dismantling W.C . Pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of Engineer-in- Charge. | Each | 100 | 110.7 | 11,070 |
| 74 | Dismantling 15 to 40 mm dia G.I. pipe including stacking of dismantled pipes (within 50 metres lead) as per direction of Engineer-in-Charge. (a) Internal Work- Exposed on wall | Metre | 100 | 2.85 | 285 |
| 75 | Taking out existing wooden door shutter, repair by cutting, painting etc. and refixing of repaired door shutters to existing door frames, including replacement of hinges with screws, etc. as required, all complete as per the direction of the Engineer-in-charge. | Each | 200 | 325.95 | 65,190 |
| 76 | 3 mm thick | Sqm | 1500 | 563.5 | 8,45,250 |
| 77 | Demolishing lime concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of Engineer- in-charge. | cum | 50 | 701.95 | 35,097.5 |
| 78 | Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) | cum | 50 | 1,239.6 | 61,980 |
| 79 | 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 | 50 | 2,928.1 | 1,46,405 |
| 80 | For thickness of tiles 10 mm to 25 mm | Sqm | 2000 | 60.5 | 1,21,000 |
| 81 | 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 | 4000 | 45.05 | 1,80,200 |
| 82 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 200 | 5,781.35 | 11,56,270 |
| 83 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 100 | 5,540.55 | 5,54,055 |
| 84 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap | Each | 100 | 1,913.75 | 1,91,375 |
| 85 | Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:- (a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer | Each | 20 | 3,459.05 | 69,181 |
| 86 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 80 | 1,500.05 | 1,20,004 |
| 87 | 610x460 mm bowl depth 200 mm | Each | 100 | 3,337.85 | 3,33,785 |
| 88 | 10 litre capacity - White | Each | 100 | 1,023.05 | 1,02,305 |
| 89 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. | Each | 100 | 886.25 | 88,625 |
| 90 | 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 | 100 | 6,119.15 | 6,11,915 |
| 91 | 32 mm dia | Each | 100 | 90.95 | 9,095 |
| 92 | 40 mm dia | Each | 100 | 101.65 | 10,165 |
| 93 | Rectangular shape 453x357 mm | Each | 100 | 1,158.95 | 1,15,895 |
| 94 | White vitreous china dual purpose WC pan with white solid plastic seat and lid with white vitreous china flushing cistern and C.P. flush bend. | Each | 100 | 10,326.65 | 10,32,665 |
| 95 | 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 | 100 | 146.3 | 14,630 |
| 96 | 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 | 100 | 600.35 | 60,035 |
| 97 | 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 | 45 | 16,100.4 | 7,24,518 |
| 98 | PN - 16 Pipe, 20mm OD (SDR-7.4) | Metre | 100 | 254.95 | 25,495 |
| 99 | PN - 16 Pipe, 25mm OD (SDR-7.4) | Metre | 450 | 316.1 | 1,42,245 |
| 100 | PN - 16 Pipe, 32mm OD (SDR-7.4) | Metre | 100 | 358.9 | 35,890 |
| 101 | PN - 10 Pipe, 63 mm OD (SDR-11) | Metre | 100 | 654.65 | 65,465 |
| 102 | PN - 10 Pipe, 75 mm OD (SDR-11) | Metre | 100 | 879.45 | 87,945 |
| 103 | 25 mm nominal dia Pipes | Metre | 500 | 408.55 | 2,04,275 |
| 104 | 20 mm nominal dia Pipes | Metre | 2000 | 513.75 | 10,27,500 |
| 105 | 50 mm nominal dia Pipes | Metre | 50 | 811.85 | 40,592.5 |
| 106 | 15 mm nominal bore | Each | 100 | 303.85 | 30,385 |
| 107 | 25 mm nominal bore | Each | 150 | 532.35 | 79,852.5 |
| 108 | 15 mm nominal bore | Each | 150 | 74.8 | 11,220 |
| 109 | 100 mm diameter | Each | 150 | 166.35 | 24,952.5 |
| 110 | Up to 300 mm dia | Quintal | 10 | 5,649.65 | 56,496.5 |
| 111 | 100 mm dia pipe | Metre | 10 | 1,210.5 | 12,105 |
| 112 | 100 mm diameter pipe | Each | 30 | 284.75 | 8,542.5 |
| 113 | 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 | 40000 | 9.7 | 3,88,000 |
| 114 | 15 mm nominal bore | Each | 150 | 434.2 | 65,130 |
| 115 | 15 mm nominal bore | Each | 150 | 715.05 | 1,07,257.5 |
| 116 | 15 mm nominal bore | Each | 150 | 708.4 | 1,06,260 |
| 117 | 15 mm nominal bore | Each | 150 | 594.75 | 89,212.5 |
| 118 | 15mm nominal bore | Each | 150 | 500.35 | 75,052.5 |
| 119 | Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. | Each | 500 | 61.7 | 30,850 |
| 120 | 15 mm nominal bore, 165 mm long, weighing not less than 110 gms | Each | 200 | 156.65 | 31,330 |
| 121 | 15 mm nominal bore, 90 mm long, weighing not less than 93 gms | Each | 800 | 170.05 | 1,36,040 |
| 122 | Concealed stop cock, 15 mm nominal bore, 108 mm long, weighing not less than 108 gms | Each | 60 | 183.4 | 11,004 |
| 123 | 15 mm nominal bore, 125 mm long foam flow, weighing not less than 120 gms | Each | 150 | 194.15 | 29,122.5 |
| 124 | Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms | Each | 1100 | 136.6 | 1,50,260 |
| 125 | 150 mm diameter | Metre | 100 | 591.4 | 59,140 |
| 126 | 300 mm diameter | Metre | 100 | 1,774.5 | 1,77,450 |
| 127 | 150 mm diameter S.W. pipe | Metre | 100 | 689.75 | 68,975 |
| 128 | 300 mm diameter S.W. pipe | Metre | 100 | 1,089.1 | 1,08,910 |
| 129 | 300 mm dia. R.C.C. pipe | Metre | 100 | 902.05 | 90,205 |
| 130 | 450 mm dia. R.C.C. pipe | Metre | 100 | 1,481.55 | 1,48,155 |
| 131 | Circular shape 560 mm internal diameter | Each | 50 | 1,494.2 | 74,710 |
| 132 | For pipes 100 to 250 mm diameter | Each | 100 | 683.7 | 68,370 |
| 133 | For pipes 250 to 300 mm diameter | Each | 100 | 785.9 | 78,590 |
| 134 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 70 | 531.8 | 37,226 |
| 135 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 10 | 1,325.55 | 13,255.5 |
| 136 | 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 | 50 | 516.6 | 25,830 |
| 137 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) | cum | 100 | 7,510.75 | 7,51,075 |
| Schedule total | ₹4,28,38,241 | ||||
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