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Tender Value
₹3.5 Cr
EMD Value
₹7.0 L
Closing Date
30 Apr 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Revenue
Above/Below/Par
SR.DEN/III
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 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: (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 fulfilment of technical eligibility. Such subcontractor must fulfill technical eligibility criteria as follows: The subcontractor shall have successfully completed at least one work similar to work proposed for subcontract, costing not less than 35% value of work to be subletted, in last 5 years, ending last day of month previous to the one in which tender is invited through a works contract.
Defination of Similar Work :- Any Civil work other than track work.
7 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.
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.
Improvement and shed work at 2nd Entry side for parcel staff, collie, PWI Store & Shed for keeping Material near Laudry, improvement of green patch at 2nd entry side, improvement of Area around loco tank and arrangement of toilet for staff near parcel office and other allied works at Delhi main station and Repair of seepage, waterproofing treatment of Roof toilet and fittings, cleaning of Overhead water tanks, deteriorated wooden doors, repairing of existing Boundary wall and other misc. work at Administrative building, Store complex at Trainset Depot Shakur Bast in the section of SSE/W/DLI under ADEN/DLI.
NIT-01-2026-27-W-III
NIT-01-2026-27-W-III
Open
Works - General
6 Months
Delhi, Delhi
₹0
₹7.0 L
30 Apr 2026
7 Apr 2026
16 Apr 2026
154 items across 2 schedules · ₹3,76,71,089.1 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 | 125 | 205.45 | 25,681.25 |
| 3 | 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 | 60 | 7,365.15 | 4,41,909 |
| 4 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 25 | 6,833.4 | 1,70,835 |
| 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 | 10 | 9,793.75 | 97,937.5 |
| 6 | 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 10 | 8,843.45 | 88,434.5 |
| 7 | 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 | 100 | 7,783.65 | 7,78,365 |
| 8 | 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 | 85 | 8,364.2 | 7,10,957 |
| 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 | 10 | 10,185.05 | 1,01,850.5 |
| 10 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 400 | 307.95 | 1,23,180 |
| 11 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 190 | 669.55 | 1,27,214.5 |
| 12 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 9000 | 89.65 | 8,06,850 |
| 13 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 100 | 8,683.8 | 8,68,380 |
| 14 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 51 | 10,306.2 | 5,25,616.2 |
| 15 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 130 | 6,882 | 8,94,660 |
| 16 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 117 | 8,512.1 | 9,95,915.7 |
| 17 | Area of slab over 0.50 sqm | Sqm | 250 | 4,425.35 | 11,06,337.5 |
| 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 | 1100 | 1,063.45 | 11,69,795 |
| 19 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 25 | 3,086.1 | 77,152.5 |
| 20 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 50 | 2,818.5 | 1,40,925 |
| 21 | 125x65x2.12 mm | Each | 18 | 48 | 864 |
| 22 | 100x58x1.90 mm | Each | 18 | 39.05 | 702.9 |
| 23 | 300x16 mm | Each | 6 | 180.55 | 1,083.3 |
| 24 | 250x16 mm | Each | 6 | 165.9 | 995.4 |
| 25 | 250x10 mm | Each | 6 | 74.65 | 447.9 |
| 26 | 200x10 mm | Each | 6 | 61.05 | 366.3 |
| 27 | 150x10 mm | Each | 4 | 53.05 | 212.2 |
| 28 | 300x20x6 mm | Each | 12 | 82.4 | 988.8 |
| 29 | 125 mm | Each | 10 | 35.2 | 352 |
| 30 | 150 mm | Each | 6 | 29.15 | 174.9 |
| 31 | 100x75x4 mm | Each | 60 | 106.85 | 6,411 |
| 32 | 250x16 mm | Each | 40 | 234.9 | 9,396 |
| 33 | 250x10 mm | Each | 40 | 104.4 | 4,176 |
| 34 | Providing and fixing aluminium pull bolt lock, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws bolts, nut and washers etc. complete. | Each | 40 | 89.9 | 3,596 |
| 35 | 125 mm | Each | 40 | 60.05 | 2,402 |
| 36 | Single rubber stopper | Each | 6 | 35.5 | 213 |
| 37 | Twin rubber stopper | Each | 20 | 62.25 | 1,245 |
| 38 | Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32 mm 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 2mm 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 | 100 | 702.6 | 70,260 |
| 39 | 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 | 40 | 3,963.7 | 1,58,548 |
| 40 | 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 | 4200 | 111.95 | 4,70,190 |
| 41 | Hot finished seamless type tubes | Kg | 3500 | 168.95 | 5,91,325 |
| 42 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 21000 | 142.3 | 29,88,300 |
| 43 | 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 |
| 44 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 300 | 545 | 1,63,500 |
| 45 | 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 | 220 | 928.65 | 2,04,303 |
| 46 | Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours 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 grouting the joints with white cement and matching pigments etc., complete. | Sqm | 220 | 1,142.8 | 2,51,416 |
| 47 | Size of Tile 600x600 mm | Sqm | 650 | 1,466.5 | 9,53,225 |
| 48 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 150 | 2,589.9 | 3,88,485 |
| 49 | In 75x75 mm deep chase | Metre | 180 | 260.2 | 46,836 |
| 50 | 110 mm diameter | Metre | 480 | 319.75 | 1,53,480 |
| 51 | 110 mm | Each | 35 | 119.95 | 4,198.25 |
| 52 | 110x110x110 mm | Each | 20 | 205.45 | 4,109 |
| 53 | 110 mm bend | Each | 20 | 132 | 2,640 |
| 54 | 110 mm Shoe | Each | 20 | 115.95 | 2,319 |
| 55 | 2 mm thick corrugated (2.5" or 4.2" or 6") or step-down (2" or 3" or 6" ) as specified | Sqm | 70 | 1,179.25 | 82,547.5 |
| 56 | 2 mm thick flat | Sqm | 70 | 1,048.5 | 73,395 |
| 57 | 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 | 1600 | 671.55 | 10,74,480 |
| 58 | Gutter (600 mm over all girth) | Metre | 300 | 1,110.6 | 3,33,180 |
| 59 | 1:4 (1 cement: 4 fine sand) | Sqm | 500 | 294.85 | 1,47,425 |
| 60 | 1:6 (1 cement: 6 fine sand) | Sqm | 300 | 282 | 84,600 |
| 61 | 1:4 (1 cement: 4 fine sand) | Sqm | 300 | 339.7 | 1,01,910 |
| 62 | 1:6 (1 cement: 6 fine sand) | Sqm | 300 | 324.3 | 97,290 |
| 63 | Ordinary cement finish using ordinary cement | Sqm | 1000 | 752.4 | 7,52,400 |
| 64 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 3750 | 214.3 | 8,03,625 |
| 65 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 750 | 97.6 | 73,200 |
| 66 | Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm | Sqm | 6500 | 158.95 | 10,33,175 |
| 67 | Two or more coats on new work | Sqm | 3000 | 131.45 | 3,94,350 |
| 68 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm | 500 | 191.4 | 95,700 |
| 69 | Two or more coats on new work | Sqm | 550 | 115.1 | 63,305 |
| 70 | Two coats | Sqm | 2000 | 90.05 | 1,80,100 |
| 71 | 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 | 5000 | 20.85 | 1,04,250 |
| 72 | One or more coats on old work | Sqm | 2500 | 86.55 | 2,16,375 |
| 73 | With cement mortar 1:4 (1 cement : 4 fine sand) | Sqm | 700 | 462.3 | 3,23,610 |
| 74 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 160 | 2,007.1 | 3,21,136 |
| 75 | 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 | 156 | 2,928.1 | 4,56,783.6 |
| 76 | In cement mortar | cum | 50 | 1,698.45 | 84,922.5 |
| 77 | From brick work in cement mortar | 1000 Nos. | 1000 | 5,522.25 | 5,522.25 |
| 78 | Of area 3 sq. metres and below | Each | 10 | 118.3 | 1,183 |
| 79 | Of area beyond 3 sq. metres | Each | 5 | 155.75 | 778.75 |
| 80 | For thickness of tiles 10 mm to 25 mm | Sqm | 150 | 60.5 | 9,075 |
| 81 | G.S. Sheet | Sqm | 250 | 136 | 34,000 |
| 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 | 700 | 45.05 | 31,535 |
| 83 | 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 | 10 | 46.5 | 465 |
| 84 | Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in-charge. | cum | 80 | 347.9 | 27,832 |
| 85 | 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 | 500 | 219.35 | 1,09,675 |
| 86 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in- charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) | Metre | 150 | 303.65 | 45,547.5 |
| 87 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. | Sqm | 330 | 623.8 | 2,05,854 |
| 88 | 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 | 15 | 8,613.55 | 1,29,203.25 |
| 89 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 10 | 5,781.35 | 57,813.5 |
| 90 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 8 | 5,540.55 | 44,324.4 |
| 91 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 8 | 5,268.85 | 42,150.8 |
| 92 | Single squatting plate with 5 litre P.V.C. automatic flushing cistern | Each | 7 | 7,752.6 | 54,268.2 |
| 93 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 5 | 2,275 | 11,375 |
| 94 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap | Each | 3 | 1,913.75 | 5,741.25 |
| 95 | 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 | 5 | 3,459.05 | 17,295.25 |
| 96 | 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 | 3 | 16,100.4 | 48,301.2 |
| 97 | 15 mm nominal dia Pipes | Metre | 50 | 255.9 | 12,795 |
| 98 | 20 mm nominal dia Pipes | Metre | 50 | 325.1 | 16,255 |
| 99 | 25 mm nominal dia Pipes | Metre | 50 | 408.55 | 20,427.5 |
| 100 | 15 mm nominal dia Pipes | Metre | 50 | 441.15 | 22,057.5 |
| 101 | 20 mm nominal dia Pipes | Metre | 50 | 513.75 | 25,687.5 |
| 102 | 25 mm nominal dia Pipes | Metre | 50 | 626.05 | 31,302.5 |
| 103 | 15 mm nominal dia Pipes | Metre | 50 | 221.35 | 11,067.5 |
| 104 | 20 mm nominal dia Pipes | Metre | 50 | 275.25 | 13,762.5 |
| 105 | 25 mm nominal dia Pipes | Metre | 50 | 370.65 | 18,532.5 |
| 106 | 15 mm dia nominal bore | Metre | 150 | 304.15 | 45,622.5 |
| 107 | 15 mm nominal bore | Each | 15 | 303.85 | 4,557.75 |
| 108 | 15 mm nominal bore | Each | 15 | 303.85 | 4,557.75 |
| 109 | 20 mm nominal bore | Each | 5 | 327.95 | 1,639.75 |
| 110 | 25 mm nominal bore | Each | 5 | 532.35 | 2,661.75 |
| 111 | 15 mm nominal bore | Each | 15 | 348.85 | 5,232.75 |
| 112 | 20 mm nominal bore | Each | 5 | 397.45 | 1,987.25 |
| 113 | Horizontal | Each | 5 | 506.65 | 2,533.25 |
| 114 | Vertical | Each | 10 | 573.5 | 5,735 |
| 115 | Horizontal | Each | 5 | 677.55 | 3,387.75 |
| 116 | Vertical | Each | 5 | 777.9 | 3,889.5 |
| 117 | 15 mm nominal bore | Each | 5 | 74.8 | 374 |
| 118 | 15 mm nominal bore | Each | 5 | 85.2 | 426 |
| 119 | 15 mm nominal bore | Each | 5 | 262.3 | 1,311.5 |
| 120 | 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 | 2000 | 9.7 | 19,400 |
| 121 | 15 mm nominal bore | Each | 5 | 708.4 | 3,542 |
| 122 | 250 mm diameter | Metre | 30 | 91.45 | 2,743.5 |
| 123 | 250 mm dia. R.C.C. pipe | Metre | 100 | 811.15 | 81,115 |
| 124 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 8 | 11,687.1 | 93,496.8 |
| 125 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 8 | 24,405.9 | 1,95,247.2 |
| 126 | Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured. | Sqm | 200 | 585.55 | 1,17,110 |
| 127 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) | cum | 10 | 7,510.75 | 75,107.5 |
| 128 | 25 mm average thickness | Sqm | 300 | 104.6 | 31,380 |
| 129 | SBR Polymer (@10% of cement weight) modified cementitious bond coat @ 2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer | Sqm | 300 | 117.75 | 35,325 |
| 130 | 25 mm average thickness in 2 layers. | Sqm | 300 | 510.5 | 1,53,150 |
| Schedule total | ₹2,50,93,653.05 | ||||
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