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Tender Value
₹6.5 Cr
EMD Value
₹4.7 L
Closing Date
28 Jan 2026, 3:00 pmClosed
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
Above/Below/Par
DIVISION
13 conditions · 2 needing a document upload
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-VIB, 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. (Please refer Tender booklet for further clarification) Similar Nature of work - Any type of civil work viz. building up to G+4 and structures work, pipe lines, underground and overhead tanks, foundation treatment works in any Railway embankment/cutting, any earth work, cover over platform, bore wells, level crossing works including lifting barriers, cement concrete apron works etc.
5 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.
As per tender document attached.
Tenderers may please note - During lockdown period (declared due to COVID - 2019 pandemic) - A) Necessary authority to travel to site of work on a specific request indicating date shall be issued by Railway Administration to facilitate site visit. B) TC meetings and Negotiation can be conducted through online Video/Audio chat on conference call. Record of same should be kept.
Composite Works (Civil and Electrical)- 1) Odha - Provision of 02 nos. of Permanent holding area for capacity of 2500 customers (1100 Sq. Mtr.) with facility of toilets, urinals and wash basins for ladies and gents separately and drinking water facility at Odha Railway Station. (PID : 01.01.53.25.3.50.018) 2)Kherwadi - Provision of 02 nos. of Permanent holding area for capacity of 1500 customers (700 Sq. Mtr.) with facility of toilets, urinals and wash basins for ladies and gents separately and drinking water facility at Kherwadi Railway Station.(PID: 01.01.53.25.3.50.019) 3) Kasbe-sukene - Provision of 02 nos. of Permanent holding area for capacity of 1500 customers (700 Sq. Mtr.) with facility of toilets, urinals and wash basins for ladies and gents separately and drinking water facility at Kasbe-sukene Railway Station.(PID: 01.01.53.25.3.50.020)
DRMWBSL452025t1~CR
DRMWBSL452025t1
Open
Works - General
6 Months
Jalgaon, Maharashtra
₹0
₹4.7 L
28 Jan 2026
29 Dec 2025
7 Jan 2026
367 items across 92 schedules · ₹7,89,01,750.08 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 364 | 177.5 | 64,610 |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | cum | 364 | 196 | 71,344 |
| 3 | Concrete of M20 grade with minimum cement content of 270 kg /cum | cum | 220 | 9,212.6 | 20,26,772 |
| 4 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 380 | 392.15 | 1,49,017 |
| 5 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 90 | 927.25 | 83,452.5 |
| 6 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 520 | 736.4 | 3,82,928 |
| 7 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 90 | 961.3 | 86,517 |
| 8 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 15 | 951.1 | 14,266.5 |
| 9 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 18800 | 107.85 | 20,27,580 |
| 10 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 200 | 9,504.75 | 19,00,950 |
| 11 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 25 | 9,860.4 | 2,46,510 |
| 12 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 180 | 733.5 | 1,32,030 |
| 13 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 90 | 9,344.35 | 8,40,991.5 |
| 14 | Area of slab upto 0.50 sqm | Sqm | 75 | 5,413.5 | 4,06,012.5 |
| 15 | Area of slab over 0.50 sqm | Sqm | 30 | 5,136.3 | 1,54,089 |
| 16 | 100X58X1.90 mm | Each | 45 | 107.1 | 4,819.5 |
| 17 | 250x16 mm | Each | 20 | 260.6 | 5,212 |
| 18 | 100 mm | Each | 19 | 59.55 | 1,131.45 |
| 19 | 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 | 133.7 | 5,61,540 |
| 20 | Electric resistance or induction butt welded tubes | Kg | 25000 | 194.4 | 48,60,000 |
| 21 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 566 | 97.2 | 55,015.2 |
| 22 | 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, including 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 | 250 | 772.4 | 1,93,100 |
| 23 | Galvanised M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides | Sqm | 28 | 844.7 | 23,651.6 |
| 24 | Size of Tile 600 x 600 mm | Sqm | 250 | 1,453.65 | 3,63,412.5 |
| 25 | Size of Tile 600 x 600 mm | Sqm | 65 | 1,464.85 | 95,215.25 |
| 26 | 2 mm thick corrugated (2.5" or 4.2" or 6") or step-down (2" or 3" or 6" ) as specified | Sqm | 390 | 1,401.35 | 5,46,526.5 |
| 27 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) 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 | 390 | 738.65 | 2,88,073.5 |
| 28 | 1:6 (1 cement: 6 fine sand) | Sqm | 990 | 333.35 | 3,30,016.5 |
| 29 | 1:6 (1 cement: 6 fine sand) | Sqm | 810 | 383 | 3,10,230 |
| 30 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 1200 | 262.7 | 3,15,240 |
| 31 | 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 | 1800 | 193.7 | 3,48,660 |
| 32 | Two or more coats on new work | Sqm | 1100 | 155.9 | 1,71,490 |
| 33 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 12 | 2,434.25 | 29,211 |
| 34 | 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 | 840 | 263.95 | 2,21,718 |
| 35 | Moorum | cum | 450 | 768.25 | 3,45,712.5 |
| 36 | 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). | cum | 358 | 9,823.8 | 35,16,920.4 |
| 37 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 16 | 6,767.4 | 1,08,278.4 |
| 38 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 7 | 6,515.55 | 45,608.85 |
| 39 | Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern | Each | 5 | 9,612.4 | 48,062 |
| 40 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap | Each | 12 | 2,226.35 | 26,716.2 |
| 41 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to European type W.C. of quality and make as approved by Engineer - in - charge. | Each | 7 | 349.15 | 2,444.05 |
| 42 | 32 mm dia | Each | 18 | 119.55 | 2,151.9 |
| 43 | Providing and fixing 600x450 mm bevelled 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 | 15 | 1,607.95 | 24,119.25 |
| 44 | 25 mm nominal dia Pipes | Metre | 180 | 401.55 | 72,279 |
| 45 | 20 mm nominal dia Pipes | Metre | 125 | 537.6 | 67,200 |
| 46 | 25 mm nominal dia Pipes | Metre | 35 | 627.25 | 21,953.75 |
| 47 | 50 mm nominal dia Pipes | Metre | 145 | 794.25 | 1,15,166.25 |
| 48 | 25 mm nominal bore | Each | 5 | 622.4 | 3,112 |
| 49 | 20 mm nominal bore | Each | 12 | 539.95 | 6,479.4 |
| 50 | 50 mm nominal bore | Each | 3 | 1,026.65 | 3,079.95 |
| 51 | 15 mm nominal bore | Each | 25 | 97.75 | 2,443.75 |
| 52 | 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. | Per Litre | 10000 | 11 | 1,10,000 |
| 53 | 15 mm nominal bore | Each | 23 | 506.8 | 11,656.4 |
| 54 | 15mm nominal bore | Each | 34 | 574.3 | 19,526.2 |
| 55 | 15 mm nominal bore, 98 mm long, weighing not less than 75 gms | Each | 27 | 112.8 | 3,045.6 |
| 56 | 150 mm dia. R.C.C. pipe | Metre | 45 | 556.45 | 25,040.25 |
| 57 | 300 mm dia. R.C.C. pipe | Metre | 244 | 994.3 | 2,42,609.2 |
| 58 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 550 | 530.9 | 2,91,995 |
| 59 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 280 | 634.45 | 1,77,646 |
| 60 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 25 | 1,505.25 | 37,631.25 |
| 61 | Frame size 65 x 100 mm | Metre | 110 | 1,111.3 | 1,22,243 |
| 62 | 30 mm thick | Sqm | 58 | 4,764.2 | 2,76,323.6 |
| Schedule total | ₹2,30,40,777.15 | ||||
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