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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹4.7 Cr
EMD Value
₹9.3 L
Closing Date
17 Nov 2026, 3:00 pm
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
+ Capital Works)
ESTATE II
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.
27 conditions · 2 needing a document upload
Please enter the percentage of local content in the material being offered. Please enter 0 for fully imported items, and 100 for fully indigenous items. The definition and calculation of local content shall be in accordance with the Make in India policy as incorporated in the tender conditions.
Tenderer may please note that offers received without requisite/mandatory documents as mentioned above, will be considered as invalid tender and for which contractor shall have no claim on Railway.
The tenderer shall visit the site of work and acquaint himself/themselves with the conditions of work viz. approach roads and accessibility, availability of materials, electric power, water for work and drinking purposes, site for labour camps, stores, godowns, extent of lead/lift in work, availability of skilled and unskilled labour etc. that may be encountered in the course of execution of work. In short, he/they should familiarize himself/themselves fully with the all the conditions of the work site & all the financial implications due to the above conditions is deemed to be understood and taken care of while bidding the offer.
Improvement of the Water supply system by providing distribution pipelines in lieu of wornout pipe lines and other allied works in Laxmi bai Nagar, gulabi bagh and Okhla Railway Colonies and Requirements of funds for recovering deficiencies at Chankya Rail Enclave and Development of Circulating area, repair to IOW office, Mali huts, Improvement to fountains & Entry Gates of Glass House, Replacement of damaged concertina Coil fencing at SOJ Nursery and Repair/Renovation of toilet, bathroom kitchen of Type-I and Type-II qtrs. in Block 1 to 25 at Sarojini Nagar railway Colony and Laxmi bai Nagar in the S/o SSE/W/HNZM under ADEN/E-III.
NIT-23-B-26-27-WE~NR
NIT-23-B-26-27-WE
Open
Works - General
12 Months
Delhi
₹0
₹9.3 L
27 Oct 2026
27 Oct 2026
3 Nov 2026
160 items across 1 schedule · ₹4,20,28,858.6 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 | 1900 | 411.3 | 7,81,470 |
| 2 | All kinds of soil | Sqm | 100 | 107 | 10,700 |
| 3 | All kinds of soil | cum | 280 | 205.45 | 57,526 |
| 4 | 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 | 100 | 253.95 | 25,395 |
| 5 | 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 | 20 | 7,226.95 | 1,44,539 |
| 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 | 19 | 6,833.4 | 1,29,834.6 |
| 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 | 45 | 6,326.05 | 2,84,672.25 |
| 8 | Concrete of M20 grade with minimum cement content of 270 kg /cum | cum | 40 | 8,387.15 | 3,35,486 |
| 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 | 30 | 8,364.2 | 2,50,926 |
| 10 | 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 | 44 | 10,185.05 | 4,48,142.2 |
| 11 | cum | 35 | 10,719.3 | 3,75,175.5 | |
| 12 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 60 | 307.95 | 18,477 |
| 13 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 120 | 669.55 | 80,346 |
| 14 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 105 | 766.55 | 80,487.75 |
| 15 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 95 | 608.35 | 57,793.25 |
| 16 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 12600 | 89.65 | 11,29,590 |
| 17 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 61 | 6,658.25 | 4,06,153.25 |
| 18 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 45 | 8,512.1 | 3,83,044.5 |
| 19 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 40 | 8,288.35 | 3,31,534 |
| 20 | Red sand stone | cum | 4 | 72,090.35 | 2,88,361.4 |
| 21 | Red sand stone | Sqm | 20 | 12,241.7 | 2,44,834 |
| 22 | Red sand stone - 30mm thick gang saw cut stone | Sqm | 75 | 2,459.7 | 1,84,477.5 |
| 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 | 1775 | 1,063.45 | 18,87,623.75 |
| 24 | Second class teak wood | cum | 2 | 1,31,576.95 | 2,63,153.9 |
| 25 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 130 | 1,881.95 | 2,44,653.5 |
| 26 | 300x16 mm | Each | 460 | 180.55 | 83,053 |
| 27 | 100X58X1.90 mm | Each | 520 | 86.15 | 44,798 |
| 28 | 40 mm | Each | 60 | 264.9 | 15,894 |
| 29 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 100 | 109.6 | 10,960 |
| 30 | 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 | 20 | 1,025.65 | 20,513 |
| 31 | Providing and fixing chromium plated brass casement window fastener with necessary screws etc. complete. | Each | 230 | 140.8 | 32,384 |
| 32 | 200x10 mm | Each | 300 | 90.8 | 27,240 |
| 33 | 125 mm | Each | 300 | 60.05 | 18,015 |
| 34 | 1.0 mm thick | Sqm | 100 | 764 | 76,400 |
| 35 | With 12 mm mild steel U beading | Sqm | 60 | 1,051.75 | 63,105 |
| 36 | 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 | 220 | 545.6 | 1,20,032 |
| 37 | Fixed window / ventilator made of (small series) frame 47 x 50 mm & mullion 47 x 68 mm both having wall thickness of 1.9 +/- 0.2 mm and single glazing bead of appropriate dimension. (Area upto 0.75 sqm.) | Sqm | 10 | 7,249.9 | 72,499 |
| 38 | Casement door with 3D hinges made of (big series) frame 67 x 64 mm & sash 67 x 110 mm both having wall thickness of 2.3 +/- 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of door upto 2.00 sqm). | Sqm | 25 | 10,284.7 | 2,57,117.5 |
| 39 | Three track three panels sliding window with fly proof S.S wire mesh (Two nos. glazed & one no. wire mesh panels) made of (big series) frame 116 x 45 mm & sash 46 x 62 mm both having wall thickness of 2.3 +/- 0.2 mm and single glazing bead / double glazing b e a d of appropriate dimension. (Area of window above 1.75 sqm). | Sqm | 30 | 9,642.6 | 2,89,278 |
| 40 | 12 mm thick. | Sqm | 50 | 1,065.15 | 53,257.5 |
| 41 | Providing and fixing cupboard shutter with 19mm thick one side decorative and other side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand including 2mm thick PVC edge banding tape with hot glue by edge bending machine etc. with auto closing spring loaded hinges (hydraulic type) etc. complete as per direction of Engineer-in- charge.(Payment of providing and fixing auto closing hinges shall be paid separately) | Sqm | 90 | 2,563.75 | 2,30,737.5 |
| 42 | Providing and fixing 19mm thick both side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand boxes,shelves,racks,almirah,cupboard and drawer etc. including necessary nails,screws etc. complete as per direction of Engineer-in-charge. | Sqm | 250 | 2,339.6 | 5,84,900 |
| 43 | 200 mm | Each | 150 | 153.15 | 22,972.5 |
| 44 | Providing and fixing stainless steel soft closing spring hinges at 0 degree hinges (hydraulic type) of approved make/brand to cupboard shutters with full threaded steel screws including making necessary recess in board and finished etc. complete as per direction of Engineer-in-charge. | Each | 150 | 226.75 | 34,012.5 |
| 45 | Providing and fixing stainless steel soft closing heavy type telescopic drawer channels of approved make 500 mm long with screws etc. complete as per directions of Engineer- in-charge. | Set | 100 | 749.7 | 74,970 |
| 46 | Providing and fixing 2mm thick 16 to 19mm wide PVC edge binding tape of approved quality for cupboard/wardrobe shutters including necessary synthetic resin hot pressed to edges on binding machine etc. complete as per directions of Engineer- in- charge. | Metre | 300 | 38.45 | 11,535 |
| 47 | Using M.S. angels 40x40x6 mm for diagonal braces | Sqm | 125 | 4,781.15 | 5,97,643.75 |
| 48 | Hot finished welded type tubes | Kg | 3500 | 154.9 | 5,42,150 |
| 49 | Hot finished seamless type tubes | Kg | 14484 | 168.95 | 24,47,071.8 |
| 50 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 350 | 88.5 | 30,975 |
| 51 | In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete | Kg | 3500 | 102.25 | 3,57,875 |
| 52 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 8450 | 142.3 | 12,02,435 |
| 53 | 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 | 900 | 612.25 | 5,51,025 |
| 54 | Stainless steel (grade 304) wire gauge of 0.5 mm dia wire and 1.4 mm aperture on both sides | Sqm | 435 | 971.55 | 4,22,624.25 |
| 55 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 1300 | 545 | 7,08,500 |
| 56 | 25 mm thick | Sqm | 428 | 1,706.6 | 7,30,424.8 |
| 57 | 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 all colours, shades, except 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 pigments etc., complete. | Sqm | 348 | 1,225.1 | 4,26,334.8 |
| 58 | Size of Tile 600 x 600 mm | Sqm | 2250 | 1,286.6 | 28,94,850 |
| 59 | Providing and fixing Glass mossaic tiles on finished plain wall surface of size 20 mm x 20 mm x 4 mm in all colour, design , fixing in customize design as per direction of Engineer-in- Charge. The glass mosaic tiles to be fixed on the wall surface with the help of approved adhesive applied at the rate of 2.5 kg per sqm and grouting of the same. The rate is inclusive of all operation, material and required pattern approved by Engineer-in-Charge: | Sqm | 150 | 3,282.5 | 4,92,375 |
| 60 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 50 | 2,589.9 | 1,29,495 |
| 61 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 195 | 3,908.8 | 7,62,216 |
| 62 | 75 mm diameter | Metre | 350 | 213 | 74,550 |
| 63 | 110 mm diameter | Metre | 400 | 319.75 | 1,27,900 |
| 64 | 75 mm | Each | 220 | 79.8 | 17,556 |
| 65 | 110x110x110 mm | Each | 50 | 205.45 | 10,272.5 |
| 66 | 75 mm bend | Each | 160 | 91.8 | 14,688 |
| 67 | 110 mm bend | Each | 150 | 132 | 19,800 |
| 68 | 75 mm | Each | 60 | 310.85 | 18,651 |
| 69 | 2 mm thick flat | Sqm | 120 | 1,048.5 | 1,25,820 |
| 70 | 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 | 800 | 671.55 | 5,37,240 |
| 71 | 8 mm thick fully perforated calcium silicate board made with Calcareous & Siliceous materials reinforced with cellulose fiber manufactured through autoclaving process to give stable crystalline structure with minimum compressive strength 225 kg/ sq. cm, bending strength 100 kg/sq. cm , of size 595x595 mm, having perforation of dia. 10 mm with minimum perforated area 18 % with non woven tissue on the back side, having an NRC ( Noise Reduction Coefficient) of 0.85, with 50 mm thick rockwool of 48 kg /cum backing. | Sqm | 40 | 1,851.5 | 74,060 |
| 72 | 1:4 (1 cement: 4 coarse sand) | Sqm | 2000 | 307.25 | 6,14,500 |
| 73 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | Sqm | 1250 | 166.85 | 2,08,562.5 |
| 74 | 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 | 3450 | 123.85 | 4,27,282.5 |
| 75 | Two coats | Sqm | 7100 | 90.05 | 6,39,355 |
| 76 | Two coats | Sqm | 1900 | 116.05 | 2,20,495 |
| 77 | One or more coats on old work | Sqm | 5900 | 86.55 | 5,10,645 |
| 78 | Melamine polishing on wood work (one or more coat). | Sqm | 500 | 118.35 | 59,175 |
| 79 | With cement mortar 1:4 (1cement: 4 coarse sand) | Sqm | 500 | 478 | 2,39,000 |
| 80 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. | Sqm | 250 | 285 | 71,250 |
| 81 | 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 | 200000 | 0.4 | 80,000 |
| 82 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 14 | 2,007.1 | 28,099.4 |
| 83 | Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) | cum | 20 | 1,239.6 | 24,792 |
| 84 | 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 | 5 | 2,928.1 | 14,640.5 |
| 85 | In cement mortar | cum | 10 | 1,698.45 | 16,984.5 |
| 86 | For thickness of tiles 10 mm to 25 mm | Sqm | 1850 | 60.5 | 1,11,925 |
| 87 | 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. | Sqm | 250 | 932.35 | 2,33,087.5 |
| 88 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 450 | 1,011.2 | 4,55,040 |
| 89 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 25 | 5,781.35 | 1,44,533.75 |
| 90 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 25 | 5,540.55 | 1,38,513.75 |
| 91 | 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 | 50 | 3,459.05 | 1,72,952.5 |
| 92 | Providing and fixing wash basin with C.I. brackets, 15 mm PTMT pillar cock, 32 mm PTMT waste coupling of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required. White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm PTMT pillar cock. | Each | 90 | 1,404 | 1,26,360 |
| 93 | 510x1040 mm bowl depth 225 mm | Each | 30 | 6,677.4 | 2,00,322 |
| 94 | 610x460 mm bowl depth 200 mm | Each | 15 | 3,337.85 | 50,067.75 |
| 95 | 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 | 50 | 299.35 | 14,967.5 |
| 96 | 10 litre capacity - White | Each | 50 | 1,023.05 | 51,152.5 |
| 97 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. | Each | 25 | 886.25 | 22,156.25 |
| 98 | 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 | 25 | 6,119.15 | 1,52,978.75 |
| 99 | 32 mm dia | Each | 200 | 90.95 | 18,190 |
| 100 | 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 | 100 | 1,411.15 | 1,41,115 |
| 101 | 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 | 10 | 16,100.4 | 1,61,004 |
| 102 | 4050 (50 mm OD) pipe | Metre | 400 | 900.45 | 3,60,180 |
| 103 | 15 mm dia nominal bore | Metre | 1350 | 304.15 | 4,10,602.5 |
| 104 | 25 mm dia nominal bore | Metre | 650 | 491.2 | 3,19,280 |
| 105 | 40 mm dia nominal bore | Metre | 950 | 725.15 | 6,88,892.5 |
| 106 | 50 mm dia nominal bore | Metre | 350 | 893.2 | 3,12,620 |
| 107 | 15 mm dia nominal bore | Metre | 500 | 485.2 | 2,42,600 |
| 108 | 40 mm dia nominal bore | Metre | 300 | 558.35 | 1,67,505 |
| 109 | 50 mm dia nominal bore | Metre | 450 | 654.2 | 2,94,390 |
| 110 | 80 mm dia nominal bore | Metre | 800 | 919.1 | 7,35,280 |
| 111 | 25 to 40 mm nominal bore | Each | 25 | 757.1 | 18,927.5 |
| 112 | 50 to 80 mm nominal bore | Each | 50 | 1,513.7 | 75,685 |
| 113 | 15 mm nominal bore | Each | 120 | 303.85 | 36,462 |
| 114 | 25 mm nominal bore | Each | 10 | 532.35 | 5,323.5 |
| 115 | 50 mm nominal bore | Each | 5 | 878.25 | 4,391.25 |
| 116 | 15 mm nominal bore | Each | 200 | 85.2 | 17,040 |
| 117 | 150 mm diameter | Each | 50 | 190.1 | 9,505 |
| 118 | Up to 300 mm dia | Quintal | 10 | 8,191.75 | 81,917.5 |
| 119 | 100 mm diameter pipe | Each | 120 | 284.75 | 34,170 |
| 120 | Class II | Each | 20 | 4,500.25 | 90,005 |
| 121 | Class II | Each | 4 | 6,661.8 | 26,647.2 |
| 122 | 50 mm diameter pipe | Metre | 650 | 25.25 | 16,412.5 |
| 123 | 80 mm diameter pipe | Metre | 1600 | 36.4 | 58,240 |
| 124 | 15 mm nominal bore | Each | 115 | 262.3 | 30,164.5 |
| 125 | 50 mm nominal bore | Each | 10 | 706.7 | 7,067 |
| 126 | 80 mm nominal bore | Each | 5 | 1,061.25 | 5,306.25 |
| 127 | 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 | 60000 | 9.7 | 5,82,000 |
| 128 | 15 mm nominal bore | Each | 25 | 434.2 | 10,855 |
| 129 | 15 mm nominal bore | Each | 50 | 708.4 | 35,420 |
| 130 | 15 mm nominal bore | Each | 100 | 594.75 | 59,475 |
| 131 | 15mm nominal bore | Each | 100 | 500.35 | 50,035 |
| 132 | Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. | Each | 120 | 61.7 | 7,404 |
| 133 | 15 mm nominal bore, 122mm long, weighing not less than 99 gms | Each | 400 | 143.3 | 57,320 |
| 134 | 150 mm nominal size square 100 mm diameter of the inner hinged round grating | Each | 200 | 169.7 | 33,940 |
| 135 | 100 mm dia | Each | 2 | 8,214.1 | 16,428.2 |
| 136 | 80 mm dia nominal bore | Each | 5 | 3,266.1 | 16,330.5 |
| 137 | 80 mm dia | Each | 7 | 4,135.75 | 28,950.25 |
| 138 | 15 mm nominal bore, 105 mm long, weighing not less than 138 gms | Each | 100 | 161.55 | 16,155 |
| 139 | Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms | Each | 400 | 136.6 | 54,640 |
| 140 | Providing and fixing PTMT swivelling shower, 15 mm nominal bore, weighing not less than 40 gms | Each | 200 | 106.15 | 21,230 |
| 141 | 100 mm dia Ductile Iron Double Flanged | Metre | 1400 | 1,541.6 | 21,58,240 |
| 142 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 20 | 11,886.45 | 2,37,729 |
| 143 | Rectangular shape 600x450 mm internal dimensions | Each | 20 | 1,255.25 | 25,105 |
| 144 | Circular shape 560 mm internal dia | Each | 75 | 1,882.2 | 1,41,165 |
| 145 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 50 | 5,589.45 | 2,79,472.5 |
| 146 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 1400 | 466.3 | 6,52,820 |
| 147 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 631 | 564.8 | 3,56,388.8 |
| 148 | Pre-laminated particle board with decorative lamination on both sides | Sqm | 80 | 951.05 | 76,084 |
| 149 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 185 | 1,325.55 | 2,45,226.75 |
| 150 | 300 mm dia | Metre | 300 | 690.7 | 2,07,210 |
| 151 | 300 mm dia | Metre | 300 | 1,561.7 | 4,68,510 |
| 152 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. | cum | 30 | 1,479.25 | 44,377.5 |
| 153 | Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. | Each | 50 | 1,213.25 | 60,662.5 |
| 154 | 200 mm nominal size dia having minimum wall thickness 5.40 mm | Metre | 300 | 2,082.1 | 6,24,630 |
| 155 | 200 mm nominal size dia | Metre | 200 | 2,194.85 | 4,38,970 |
| 156 | Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. | Hour | 200 | 916.8 | 1,83,360 |
| 157 | Epoxy bonding adhesive having coverage 2.20 sqm/kg of approved make | Sqm | 550 | 390.45 | 2,14,747.5 |
| 158 | 25 mm average thickness in 2 layers. | Sqm | 550 | 510.5 | 2,80,775 |
| 159 | Frame size 65 x 100 mm | Metre | 250 | 1,000.15 | 2,50,037.5 |
| 160 | 30 mm thick | Sqm | 200 | 3,954 | 7,90,800 |
| Schedule total | ₹4,20,28,858.6 | ||||
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