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Tender Value
₹6.1 Cr
EMD Value
₹12.2 L
Closing Date
8 Jun 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
ENGINEERIN
14 conditions · 3 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 (as per standard tender document), along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/Certificate from Chartered Accountant duly supported by Audited Balance Sheet. (As per Rly. Board letter No. 2022/CE-I/CT/GCC- 2022/Policy dated 14.07.2022, advanced correction slip No. 1). "
Tenders costing more than 50.00 Lakhs:- As a proof of experience/competency, The tenderer must have successfully completed or substantially completed any of the following during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or One similar work each costing not less than the amount equal to 60% of advertised value of the tender.
Similar Nature of Work: Civil works other than track works.
15 conditions · 5 needing a document upload
Tenderers are required to upload self-attested/digitally signed scanned copy of eligibility documents such as mandatory credentials, affidavit, partnership deed, power of attorney, PAN, GST/TIN Firm/Company registration/MOA/MOU/AOA etc.
The Bid Security shall be deposited either in cash through e- payment gateway or submitted as Bank Guarantee bond from a scheduled commercial bank of India or as mentioned in tender documents. (Annexure-VII-A).
In case, submission of Bid Security in the form of Bank Guarantee, following shall be ensured: (i) A scanned copy of the Bank Guarantee shall be uploaded on e-Procurement Portal (IREPS) while applying to the tender. (ii) The original Bank Guarantee should be delivered in person to the official nominated as indicated in the tender document before closing date for submission of bids. (i.e. excluding the last date of submission of bids. (iii) Non submission of scanned copy of Bank Guarantee with the bid on e- tendering portal (IREPS) and/or non submission of original Bank Guarantee within the specified period shall lead to summary rejection of bid. (iv) The Tender Security shall remain valid for a period of 90 days beyond the validity period for the Tender. (v) The details of the BG, physically submitted should match with the details available in the scanned copy and the data entered during bid submission time, failing which the bid will be rejected (vi) The Bank Guarantee shall be placed in an envelope, which shall be sealed. The envelope shall clearly bear the identification "Bid for the ***** Project" and shall clearly indicate the name and address of the Bidder. In addition, the Bid Due Date should be indicated on the right hand top corner of the envelope. (vii) The envelope shall be addressed to the officer and address as mentioned in the tender document. (viii) If the envelope is not sealed and marked as instructed above, the Authority assumes no responsibility for the misplacement or premature opening of the contents of the Bid submitted and consequent losses, if any, suffered by the Bidder. (Annexure-VII-A, as per attached standard tender documents & Annexure-VI-A of GCC-2022).
Tenderers are advised to submit self-attested/digitally signed copy of Bank particulars i.e. Bank name, Bank Account No. IFSC code as per Annexure-XII of Tender Document for any smooth transactions.
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.
Tenderers are not required to submit uploaded Tender document which has uploaded for the information & knowledge of Tenderers. (2) Tenderers are advised to check the Tender Schedule Items, conditions/eligibility criteria etc. before quoting the rates for E-Tendering. (3) No post tender correspondence for submission of additional documents shall be entertained after opening of the Technical & Commercial offers. Even suo-moto post tender letters of the tenders shall be treated as NULL & Void. (Authority: - HQ/NR Letter No. 74-W/0/Pt. XXV/WA/Loose Dated: 07.04.2015.
Tenderers are advised to make workers wage/salary payment through workers bank account to ensure making payment during the wage period in Railway's Shramik Kalyan portal.
Extension and Raising of existing Platform no.1 to High Level at Sunam Udham Singh Wala station and Nabha station.
OT-57-UMB-2026-27
OT-57-UMB-2026-27
Open
Works - General
12 Months
Ambala, Haryana
₹0
₹12.2 L
8 Jun 2026
15 May 2026
25 May 2026
123 items across 2 schedules · ₹5,43,05,297.78 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 700 | 205.45 | 1,43,815 |
| 2 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | Metre | 2200 | 417.35 | 9,18,170 |
| 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 | 350 | 253.95 | 88,882.5 |
| 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 | 3850 | 368.65 | 14,19,302.5 |
| 5 | 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 | 1250 | 14.5 | 18,125 |
| 6 | Beyond 60 cm girth upto and including 120 cm girth | Each | 4 | 1,957.15 | 7,828.6 |
| 7 | 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 | 836 | 6,670.25 | 55,76,329 |
| 8 | 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 | 200 | 6,326.05 | 12,65,210 |
| 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 | 15 | 9,793.75 | 1,46,906.25 |
| 10 | 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 | 24 | 370.85 | 8,900.4 |
| 11 | Making plinth protection 50mm thick of cement concrete 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) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | Sqm | 45 | 681.65 | 30,674.25 |
| 12 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 350 | 307.95 | 1,07,782.5 |
| 13 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 455 | 766.55 | 3,48,780.25 |
| 14 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 150 | 608.35 | 91,252.5 |
| 15 | Under 20 cm wide | Metre | 4500 | 181.9 | 8,18,550 |
| 16 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 55182 | 89.65 | 49,47,066.3 |
| 17 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 55 | 8,683.8 | 4,77,609 |
| 18 | Concrete of M40 grade with minimum cement content of 390 kg/cum | cum | 44 | 9,108.5 | 4,00,774 |
| 19 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 45 | 10,306.2 | 4,63,779 |
| 20 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 540 | 6,658.25 | 35,95,455 |
| 21 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 369 | 8,288.35 | 30,58,401.15 |
| 22 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 105 | 1,018.05 | 1,06,895.25 |
| 23 | Area of slab over 0.50 sqm | Sqm | 112 | 3,301.45 | 3,69,762.4 |
| 24 | 5.0 mm thick glass panes (weight not less than 12.50 kg/sqm). | Sqm | 16 | 2,231.2 | 35,699.2 |
| 25 | Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4mm wide aperture with matching wood beading | Sqm | 32 | 1,521.6 | 48,691.2 |
| 26 | 100x63x3.2 mm | Each | 58 | 90.4 | 5,243.2 |
| 27 | 300x16 mm | Each | 8 | 260.3 | 2,082.4 |
| 28 | 200x10 mm | Each | 20 | 90.8 | 1,816 |
| 29 | 150x10 mm | Each | 36 | 75.55 | 2,719.8 |
| 30 | 100 mm | Each | 36 | 53.25 | 1,917 |
| 31 | Single rubber stopper | Each | 12 | 35.5 | 426 |
| 32 | 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 | 72 | 408.25 | 29,394 |
| 33 | 30 mm thick plain PVC door shutters | Sqm | 24 | 2,455.1 | 58,922.4 |
| 34 | 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 | 4041.15 | 111.95 | 4,52,406.74 |
| 35 | Electric resistance or induction butt welded tubes | Kg | 518.5 | 140.85 | 73,030.73 |
| 36 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 800 | 88.5 | 70,800 |
| 37 | Providing and fixing bolts including nuts and washers complete. | Kg | 420 | 140.15 | 58,863 |
| 38 | 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 | 2000 | 612.25 | 12,24,500 |
| 39 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 80 | 545 | 43,600 |
| 40 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 24 | 7,958.65 | 1,91,007.6 |
| 41 | Dark shade pigment using ordinary cement | Sqm | 360 | 983.95 | 3,54,222 |
| 42 | 25 mm thick | Sqm | 400 | 1,706.6 | 6,82,640 |
| 43 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. | Sqm | 12.38 | 2,038.55 | 25,237.25 |
| 44 | 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 | 270 | 935.6 | 2,52,612 |
| 45 | Size of Tile 600x600 mm | Sqm | 150 | 1,416.65 | 2,12,497.5 |
| 46 | Size of Tile 600x600 mm | Sqm | 150 | 258.65 | 38,797.5 |
| 47 | With residual type petroleum bitumen of grade VG -10 | Sqm | 180 | 133.15 | 23,967 |
| 48 | With machine moulded common burnt clay F.P.S. (non modular) brick tiles of class designation 12.5, conforming to IS 2690 | Sqm | 180 | 905.8 | 1,63,044 |
| 49 | In 75x75 mm deep chase | Metre | 68 | 260.2 | 17,693.6 |
| 50 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. | Each | 2 | 266.6 | 533.2 |
| 51 | Flat surfaces | Sqm | 16 | 1,421.25 | 22,740 |
| 52 | 110 mm diameter | Metre | 618 | 319.75 | 1,97,605.5 |
| 53 | 110 mm bend | Each | 40 | 132 | 5,280 |
| 54 | 110 mm | Each | 120 | 309.5 | 37,140 |
| 55 | 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 | 1322 | 671.55 | 8,87,789.1 |
| 56 | Ridges plain (500 - 600mm) | Metre | 24 | 450.6 | 10,814.4 |
| 57 | Flashings/ Aprons.( Upto 600 mm) | Metre | 48 | 412.85 | 19,816.8 |
| 58 | Gutter (600 mm over all girth) | Metre | 80 | 1,110.6 | 88,848 |
| 59 | 1:4 (1 cement: 4 fine sand) | Sqm | 4850 | 294.85 | 14,30,022.5 |
| 60 | 1:6 (1 cement: 6 fine sand) | Sqm | 3400 | 324.3 | 11,02,620 |
| 61 | 1:4 (1 cement: 4 fine sand) | Sqm | 192 | 361.3 | 69,369.6 |
| 62 | New work (two or more coats) over and including water thinnable priming coat with cement primer | Sqm | 350 | 162.55 | 56,892.5 |
| 63 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 2050 | 97.6 | 2,00,080 |
| 64 | 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 | 6200 | 158.95 | 9,85,490 |
| 65 | Two or more coats on new work | Sqm | 840 | 131.45 | 1,10,418 |
| 66 | 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 | 8700 | 123.85 | 10,77,495 |
| 67 | With cement mortar 1:4 (1 cement : 4 fine sand) | Sqm | 180 | 462.3 | 83,214 |
| 68 | Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm) | Sqm | 20 | 1,351.15 | 27,023 |
| 69 | Providing and fixing 16 mm M.S. Fan clamps of standard shape and size in existing R.C.C. slab, including cutting chase, anchoring clamp to reinforcement bar, including cleaning, refilling, making good the chase with matching concrete, plastering and painting the exposed portion of the clamps complete. | Each | 4 | 468.4 | 1,873.6 |
| 70 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 35 | 2,007.1 | 70,248.5 |
| 71 | In cement mortar | cum | 41 | 1,698.45 | 69,636.45 |
| 72 | From brick work in cement mortar | 1000 Nos. | 11365 | 5,522.25 | 62,760.37 |
| 73 | Of area 3 sq. metres and below | Each | 10 | 302.7 | 3,027 |
| 74 | Dismantling tiled roofing with battens, boarding etc. complete including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | Sqm | 65 | 173.15 | 11,254.75 |
| 75 | 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 | 2480 | 45.05 | 1,11,724 |
| 76 | Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars. | cum | 6.5 | 2,328.55 | 15,135.58 |
| 77 | Overhead informatory road signage | Sqm | 50 | 5,609.55 | 2,80,477.5 |
| 78 | 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 | 80 | 623.8 | 49,904 |
| 79 | Providing and laying C.C. pavement of mix M- 25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). | cum | 1484 | 8,277.55 | 1,22,83,884.2 |
| 80 | 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 | 200 | 2,827.4 | 5,65,480 |
| 81 | Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. | Sqm | 770 | 1,719 | 13,23,630 |
| 82 | Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in- Charge. | Sqm | 48 | 2,617.15 | 1,25,623.2 |
| 83 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 17 | 5,781.35 | 98,282.95 |
| 84 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 12 | 5,540.55 | 66,486.6 |
| 85 | 10 litre capacity - White | Each | 16 | 1,023.05 | 16,368.8 |
| 86 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. | Each | 10 | 1,382.3 | 13,823 |
| 87 | 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 | 20 | 1,411.15 | 28,223 |
| 88 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 65 | 1,018.05 | 66,173.25 |
| 89 | 100 mm dia pipe | Each | 75 | 163.45 | 12,258.75 |
| 90 | Sand cast iron S&S as per IS - 1729 | Each | 10 | 412.95 | 4,129.5 |
| 91 | Sand cast iron S&S as per IS - 1729 | Each | 10 | 513.3 | 5,133 |
| 92 | Sand cast iron S&S as per IS - 1729 | Each | 4 | 1,038.75 | 4,155 |
| 93 | Sand cast iron S&S as per IS: 3989 | Each | 5 | 1,604.1 | 8,020.5 |
| 94 | 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 | 10 | 600.35 | 6,003.5 |
| 95 | Providing and fixing PTMT 15 mm Urinal spreader size 95x69x100 mm with 1/2" BSP thread and shapes, weighing not less than 60 gms. | Each | 10 | 92.75 | 927.5 |
| 96 | 15 mm nominal bore, 80 mm long, 42 mm high and 30mm wide with BSP female threads weighing not less than 48 gms | Each | 10 | 149.95 | 1,499.5 |
| 97 | Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. | Each | 10 | 13,036.55 | 1,30,365.5 |
| 98 | 25 mm nominal dia Pipes | Metre | 44 | 408.55 | 17,976.2 |
| 99 | 50 mm nominal dia Pipes | Metre | 140 | 927 | 1,29,780 |
| 100 | 15 mm nominal dia Pipes | Metre | 110 | 441.15 | 48,526.5 |
| 101 | 25 mm nominal dia Pipes | Metre | 170 | 626.05 | 1,06,428.5 |
| 102 | 25 mm nominal dia Pipes | Metre | 570 | 370.65 | 2,11,270.5 |
| 103 | 50 mm nominal dia Pipes | Metre | 780 | 811.85 | 6,33,243 |
| 104 | 80 mm nominal dia Pipes | Metre | 300 | 1,990.4 | 5,97,120 |
| 105 | 40 mm nominal bore | Each | 20 | 707.3 | 14,146 |
| 106 | 50 mm nominal bore | Each | 8 | 878.25 | 7,026 |
| 107 | 80 mm nominal bore | Each | 2 | 2,227.6 | 4,455.2 |
| 108 | 15 mm nominal bore | Each | 12 | 348.85 | 4,186.2 |
| 109 | 25 mm nominal bore | Each | 24 | 399.15 | 9,579.6 |
| 110 | 15 mm nominal bore | Each | 50 | 85.2 | 4,260 |
| 111 | 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 | 16000 | 9.7 | 1,55,200 |
| 112 | 15 mm nominal bore, 90 mm long, weighing not less than 93 gms | Each | 50 | 170.05 | 8,502.5 |
| 113 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 20 | 103.15 | 2,063 |
| 114 | 15 mm nominal bore, 107 mm long, weighing not less than 110 gms | Each | 16 | 180.8 | 2,892.8 |
| 115 | 15 mm nominal bore, 98 mm long, weighing not less than 75 gms | Each | 80 | 96.45 | 7,716 |
| 116 | 125 mm nominal dia with 25 mm waste hole | Each | 32 | 45.25 | 1,448 |
| 117 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 30 | 2,453.55 | 73,606.5 |
| 118 | 150 mm dia. R.C.C. pipe | Metre | 1390 | 493.1 | 6,85,409 |
| 119 | 250 mm dia. R.C.C. pipe | Metre | 1070 | 811.15 | 8,67,930.5 |
| 120 | Circular shape 560 mm internal diameter | Each | 64 | 1,494.2 | 95,628.8 |
| 121 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 1 | 28,029.15 | 28,029.15 |
| 122 | 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 | 110 | 1,213.25 | 1,33,457.5 |
| Schedule total | ₹5,41,81,663.52 | ||||
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NIT-08-UMB-26-27_1.pdf
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AdcanceCorrectionslips1234567891011.pdf
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