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Tender Value
₹28.1 Cr
EMD Value
₹15.5 L
Closing Date
16 Feb 2026, 11:00 amClosed
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
ENGG WORK
16 conditions · 5 needing a document upload
Please submit a certificate in the prescribed format (please download the format from the link given below) for verification / confirmation of the documents submitted for compliance of eligibility / qualifying criteria. Non submission of the certificate, or submission of certificate either not properly filled in, or in a format other than the prescribed format shall lead to summary rejection of your offer. (Format as per tender document Page No. 125)
Financial Eligibility Criteria: 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-VI B, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet Note: the financial turnover of 2024-25 of the bidder has not been audited then certificate of C.A. is required that the balance sheet of financial year has not been audited. If the bidder have not submitted the certificate then the financial turnover of the 2024-25 will be taken as Nil and average of three financial year will be considered for conractual reciept 2022-23 & 2023-24 as per factual based on Audited balance Sheet and for 2024-25 as Nil.
Financial Eligibility Criteria:For tenders having advertised value more than Rs 20 crore wherein eligibility criteria includes bid capacity also, the tenderer will be qualified only if its available bid capacity is equal to or more than the total bid value of the present tender. The available bid capacity shall be calculated as under: Available Bid Capacity = [A x N x 2] - 0.33xNxB Where, A= Maximum value of construction works executed and payment received in any one of the previous three financial years or the current financial year (up to date of inviting tender), taking into account the completed as well as works in progress. N=Number of years prescribed for completion of work for which bids has been invited. B = Existing commitments and balance amount of ongoing works with tenderer as per the prescribed proforma of Railway for statement of all works in progress and also the works which are awarded to tenderer but yet not started up to the date of inviting of tender.
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.
The "Similar Work" is defined as "Construction of building".
53 conditions · 6 needing a document upload
Tenderers are advised to visit the site of work to ascertain all aspects of thesite conditions viz accessibility, availability of approach road, nature of the soil, availability of material, availability of labour etc. that may be encountered incourse of execution of work
Before quoting rates tenderers are to read and understand all theclause/condition/free provisions incorporated in tender document and quotetheir rates accordingly
In case, the financial turnover of 2024-25 of the bidder has not been audited then certificate of C.A. is required that the balance sheet of financial year has not been audited. If the bidder have not submitted the certificate then the financial turnover of the 2024-25 will be taken as Nil and average of three financial year will be considered for conractual reciept 2022-23 & 2023-24 as per factual based on Audited balance Sheet and for 2024-25 as Nil.
Please submit your bank details i.e.Name of the Bank along with Bank Branch Code, Account Number, IFSC Code, and PAN Number.
Please furnish list of plant and Machinery available on hand own and proposed to be inducted own and hired to be given separately for the subject work.
Please furnish list of Works on hand indicating Description of Work, Contract Value, Approximate value of balance work yet to be done and Date of award
Please furnish list of Works completed in last seven financial years giving Description of Work, Organization for whom executed, approximate value of contract at time of award, Date of award and Date of Completion. Date of actual Start, Actual Completion and Final value of Contract shall also be given.
Please furnish list of personal, organization available on hand and proposed to be engaged for the subject work.
An undertaking by all partners of the partnership firm that they are not blacklisted or debarred by Railways or any other Ministry / Department of the Govt. of India from participation in tenders / contracts as on the date of opening of bids, either in their individual capacity or in any firm in which they were / are partners. Concealment / wrong information in regard to above shall make the contract liable for determination under Clause 62 of the General Conditions of Contract.
The contractor shall have the option to take payment from Railway through a letter of credit(LC) arrangement. This option has to be exercised IREPS by the tenderer at the time of bidding itself and the tenderer shall affirm having read over and agreed to the terms and conditions of the LC option. In case tendereropts for payment through LC the procedure to deal release of payment through LC will be as per Railway Board's letter No. 2018/CE-I/CT/9 dated04.06.2018. The option so exercised , shall be an integral part of the bidder'soffer. Option of taking payment through LC arrangement, once exercised by the tenderer at the time of bidding, shall be final and no change shall be permitted, thereafter, during execution of contract.
As per Advanced Correction Slip no. 2 to IRGCC and up to date, April 2022, in case of other than Company/Proprietary firm, Annexur-V(A) shall also be submitted by each member of a Partnership Firm/ Joint Venture(JV)/ Hindu Undivided Family(HUF)/ Limited Liability Partnership(LLP) etc. as the case may be. Non submission of these Certificate(s) by the bidder shall result in summarily rejection of his/ their bid.
Is your firm is registered with MSME, Govt. of India for this category of work. If yes have you attached copy of relevant document?
Bid Security to be submitted in terms of para 5 of Tenders for works. If Bid security is not submitted and exemption claimed than relevant doc. in support of exemption should be submitted. The Bid shall be summarily rejected if it is not accompanied by the prescribed amount of Bid security. The Bid Security should be President of India, acting Through Dy. CE/GSU/GWL, North Central Railway, Beneficiary Dy. FA & CAO/Jhansi, North Central Railway.
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.
Jhansi Division: Development of Sheopur kalan Railway station Under Amrit Bharat Station Scheme.
DYCEGSUGWL0526~NCR
DYCEGSUGWL0526
Open
Works - General
15 Months
Jhansi, Uttar Pradesh
₹0
₹15.5 L
16 Feb 2026
22 Jan 2026
2 Feb 2026
154 items across 2 schedules · ₹27,87,02,108.78 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 1000 | 205.45 | 2,05,450 |
| 2 | All kinds of soil. | cum | 1250 | 286.85 | 3,58,562.5 |
| 3 | 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 | 8010 | 253.95 | 20,34,139.5 |
| 4 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | cum | 9000 | 368.65 | 33,17,850 |
| 5 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 900 | 2,161.2 | 19,45,080 |
| 6 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | Sqm | 1500 | 14.5 | 21,750 |
| 7 | 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 | 200 | 7,365.15 | 14,73,030 |
| 8 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 2020 | 6,670.25 | 1,34,73,905 |
| 9 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 12.5mm nominal size derived from natural sources) | Sqm | 200 | 370.85 | 74,170 |
| 10 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources). | Sqm | 20 | 452.25 | 9,045 |
| 11 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. | Sqm | 20 | 113.85 | 2,277 |
| 12 | 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 | 600 | 8,364.2 | 50,18,520 |
| 13 | 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 | 10,185.05 | 10,18,505 |
| 14 | cum | 100 | 10,719.3 | 10,71,930 | |
| 15 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 270 | 307.95 | 83,146.5 |
| 16 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 6200 | 669.55 | 41,51,210 |
| 17 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 5125 | 766.55 | 39,28,568.75 |
| 18 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 3250 | 608.35 | 19,77,137.5 |
| 19 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 3225 | 804.25 | 25,93,706.25 |
| 20 | Stairs, (excluding landings) except spiral- staircases | Sqm | 50 | 657.75 | 32,887.5 |
| 21 | Arches, domes, vaults up to 6 m span | Sqm | 150 | 1,826.25 | 2,73,937.5 |
| 22 | Extra for arches, domes, vaults exceeding 6 m span | Sqm | 125 | 575.25 | 71,906.25 |
| 23 | Under 20 cm wide | Metre | 2000 | 181.9 | 3,63,800 |
| 24 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm | 5250 | 319.25 | 16,76,062.5 |
| 25 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 970000 | 89.65 | 8,69,60,500 |
| 26 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 1850 | 8,825.35 | 1,63,26,897.5 |
| 27 | Concrete of M35 grade with minimum cement content of 370 kg /cum | cum | 500 | 8,966.95 | 44,83,475 |
| 28 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 1600 | 10,477.75 | 1,67,64,400 |
| 29 | Concrete of M35 grade with minimum cement content of 370 kg /cum | cum | 500 | 10,589.35 | 52,94,675 |
| 30 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 1075 | 688.45 | 7,40,083.75 |
| 31 | Floor Joint of 100 mm gap | Metre | 150 | 5,800.15 | 8,70,022.5 |
| 32 | Roof Joint of 100 mm gap | Metre | 1000 | 5,424.2 | 54,24,200 |
| 33 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 900 | 6,658.25 | 59,92,425 |
| 34 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 2000 | 8,288.35 | 1,65,76,700 |
| 35 | Cement mortar 1:3 (1 cement :3 coarse sand) | Sqm | 476 | 1,043.1 | 4,96,515.6 |
| 36 | Area of slab upto 0.50 sqm | Sqm | 100 | 4,679.35 | 4,67,935 |
| 37 | Area of slab over 0.50 sqm | Sqm | 150 | 4,425.35 | 6,63,802.5 |
| 38 | Red sand stone - 30mm thick gang saw cut stone | Sqm | 600 | 2,459.7 | 14,75,820 |
| 39 | White sand stone - 30mm thick gang saw cut stone | Sqm | 600 | 2,577.7 | 15,46,620 |
| 40 | 5.0 mm thick glass panes (weight not less than 12.50 kg/sqm). | Sqm | 560 | 2,231.2 | 12,49,472 |
| 41 | Casement window single panel with S.S. friction hinges (400 x 19 x 1.9 mm) made of (big series)frame 67 x 60 mm & sash 67 x 80 mm both having wall thickness of 2.3 +/- 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 0.75 sqm.) | Sqm | 120 | 10,347.05 | 12,41,646 |
| 42 | Casement door with top hung ventilator with 3D and S.S. friction hinges (400 x 19 x 1.9 mm) made of (big series) frame 67 x 64 mm, sash 67 x 110 mm & mullion 67 x 80 mm all having wall thickness of 2.3 +/-. 0.2 mm and single glazing bead / double glazing bead of appropriate dimension.(Area of door upto 2.50 sqm) | Sqm | 265 | 10,451.95 | 27,69,766.75 |
| 43 | 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 | 400 | 10,030.3 | 40,12,120 |
| 44 | Using M.S. angels 40x40x6 mm for diagonal braces | Sqm | 2.5 | 4,781.15 | 11,952.88 |
| 45 | Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). | Kg | 125 | 114.65 | 14,331.25 |
| 46 | Hot finished welded type tubes | Kg | 15000 | 154.9 | 23,23,500 |
| 47 | Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. | Each | 50 | 185.2 | 9,260 |
| 48 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 20400 | 142.3 | 29,02,920 |
| 49 | 10 x 80 mm | Each | 30 | 117.3 | 3,519 |
| 50 | 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 |
| 51 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 525 | 545 | 2,86,125 |
| 52 | Size of Tile 600x600 mm | Sqm | 400 | 1,416.65 | 5,66,660 |
| 53 | Size of Tile 600 x 1200 mm | Sqm | 6000 | 1,612.75 | 96,76,500 |
| 54 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 1500 | 3,908.8 | 58,63,200 |
| 55 | Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red | Sqm | 1800 | 2,677.9 | 48,20,220 |
| 56 | 110 mm diameter | Metre | 800 | 319.75 | 2,55,800 |
| 57 | 110 mm bend | Each | 100 | 132 | 13,200 |
| 58 | 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 | 300 | 671.55 | 2,01,465 |
| 59 | 1:4 (1 cement: 4 fine sand) | Sqm | 150 | 294.85 | 44,227.5 |
| 60 | 1:6 (1 cement: 6 coarse sand) | Sqm | 13000 | 294.35 | 38,26,550 |
| 61 | 1:6 (1 cement: 6 coarse sand) | Sqm | 1300 | 339.1 | 4,40,830 |
| 62 | 1:4 (1 cement: 4 fine sand) | Sqm | 100 | 361.3 | 36,130 |
| 63 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 10000 | 214.3 | 21,43,000 |
| 64 | New work (two or more coats) over and including water thinnable priming coat with cement primer | Sqm | 1700 | 162.55 | 2,76,335 |
| 65 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 150 | 97.6 | 14,640 |
| 66 | New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm | Sqm | 8000 | 245 | 19,60,000 |
| 67 | 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 | 3000 | 166.85 | 5,00,550 |
| 68 | 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 | 5000 | 158.95 | 7,94,750 |
| 69 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm | 1200 | 191.4 | 2,29,680 |
| 70 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. | Kilo Litre | 3000 | 190.4 | 5,71,200 |
| 71 | Mud mortar made with local clay good earth. | cum | 300 | 823.15 | 2,46,945 |
| 72 | 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 | 2000 | 285 | 5,70,000 |
| 73 | 3 mm thick | Sqm | 800 | 534.1 | 4,27,280 |
| 74 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 500 | 2,007.1 | 10,03,550 |
| 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 | 500 | 2,928.1 | 14,64,050 |
| 76 | In cement mortar | cum | 1000 | 1,698.45 | 16,98,450 |
| 77 | Of area 3 sq. metres and below | Each | 20 | 302.7 | 6,054 |
| 78 | Of area beyond 3 sq. metres | Each | 10 | 414.55 | 4,145.5 |
| 79 | 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 | 50000 | 4.65 | 2,32,500 |
| 80 | For thickness of tiles 10 mm to 25 mm | Sqm | 7000 | 60.5 | 4,23,500 |
| 81 | G.S. Sheet | Sqm | 1000 | 136 | 1,36,000 |
| 82 | Asbestos Cement sheet | Sqm | 1000 | 63.75 | 63,750 |
| 83 | Up to 150 mm diameter | Metre | 200 | 340.7 | 68,140 |
| 84 | 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 | 2500 | 219.35 | 5,48,375 |
| 85 | Cement concrete prepared with batch mixing machine | cum | 450 | 9,492.9 | 42,71,805 |
| 86 | 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 | 150 | 8,613.55 | 12,92,032.5 |
| 87 | Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. The work shall be executed as per drawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in- Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge. | Metre | 500 | 2,827.4 | 14,13,700 |
| 88 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | Sqm | 500 | 108.65 | 54,325 |
| 89 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps | Each | 20 | 2,040.85 | 40,817 |
| 90 | 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 | 40 | 299.35 | 11,974 |
| 91 | 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 | 30 | 1,411.15 | 42,334.5 |
| 92 | Waste coupling 31 mm dia of 79 mm length and 62mm breadth weighing not less than 45 gms | Each | 20 | 103 | 2,060 |
| 93 | Providing & fixing white vitreous china water less urinal of size 600 x 330 x 315 mm having antibacterial /germs free ceramic surface, fixed with cartridge having debris catcher and hygiene seal. | Each | 10 | 15,968.65 | 1,59,686.5 |
| 94 | 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 | 30 | 16,100.4 | 4,83,012 |
| 95 | PN - 10 Pipe, 110 mm OD (SDR-11) | Metre | 150 | 1,689.5 | 2,53,425 |
| 96 | 15 mm nominal dia Pipes | Metre | 130 | 255.9 | 33,267 |
| 97 | 20 mm nominal dia Pipes | Metre | 320 | 325.1 | 1,04,032 |
| 98 | 25 mm nominal dia Pipes | Metre | 150 | 408.55 | 61,282.5 |
| 99 | 40 mm nominal dia Pipes | Metre | 250 | 674.35 | 1,68,587.5 |
| 100 | 50 mm dia nominal bore | Metre | 24 | 654.2 | 15,700.8 |
| 101 | Horizontal | Each | 2 | 3,134.8 | 6,269.6 |
| 102 | Class I | Each | 4 | 4,097.9 | 16,391.6 |
| 103 | Class II | Each | 5 | 4,500.25 | 22,501.25 |
| 104 | Class II | Each | 5 | 6,661.8 | 33,309 |
| 105 | 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 | 50000 | 9.7 | 4,85,000 |
| 106 | 15 mm nominal bore | Each | 100 | 715.05 | 71,505 |
| 107 | 15mm nominal bore | Each | 100 | 500.35 | 50,035 |
| 108 | Up to 600 mm dia | Quintal | 6 | 18,025.6 | 1,08,153.6 |
| 109 | 100 mm dia Ductile Iron Double Flanged | Metre | 75 | 1,541.6 | 1,15,620 |
| 110 | 150 mm dia Ductile Iron Double Flanged | Metre | 150 | 2,312.9 | 3,46,935 |
| 111 | 200 mm diameter S.W. pipe | Metre | 500 | 810.8 | 4,05,400 |
| 112 | Cement mortar 1:4 (1cement : 4 coarse sand) | cum | 200 | 13,378.15 | 26,75,630 |
| 113 | 300 mm dia | Metre | 75 | 592.05 | 44,403.75 |
| 114 | 300 mm dia | Metre | 75 | 690.7 | 51,802.5 |
| 115 | 200 mm nominal size dia | Metre | 75 | 951.95 | 71,396.25 |
| 116 | 200 mm nominal size dia | Metre | 75 | 1,099.25 | 82,443.75 |
| 117 | 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 | 10 | 1,479.25 | 14,792.5 |
| 118 | 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 | 25 | 916.8 | 22,920 |
| 119 | 200 mm dia | Each | 1 | 280.95 | 280.95 |
| 120 | 200 mm clamp | Each | 1 | 1,827 | 1,827 |
| 121 | 200 mm dia | Each | 1 | 308.55 | 308.55 |
| Schedule total | ₹27,65,54,030.08 | ||||
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