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Tender Value
₹7.9 Cr
EMD Value
₹5.4 L
Closing Date
6 Feb 2026, 3:00 pmClosed
No
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.
4 conditions
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.
Provision of Lifts at Lasalgaon (3 Lifts), Nandgaon (3 Lifts), Nandura (2 Lifts), Shegaon (1 Lift), Savda (2 Lifts), & Raver (2 Lifts) (PID: 01.01.53.25.3.50.014)
DRMWBSL022026t6~CR
DRMWBSL022026t6
Open
Works - General
6 Months
Jalgaon, Maharashtra
₹0
₹5.4 L
6 Feb 2026
14 Jan 2026
23 Jan 2026
156 items across 6 schedules · ₹10,42,70,144.98 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 302 | 177.5 | 53,605 |
| 2 | Ordinary rock | cum | 44 | 632.95 | 27,849.8 |
| 3 | Concrete of M10 grade with minimum cement content of 220 kg /cum | cum | 20 | 8,835.15 | 1,76,703 |
| 4 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 48 | 392.15 | 18,823.2 |
| 5 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 342 | 842.5 | 2,88,135 |
| 6 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 16535 | 107.85 | 17,83,299.75 |
| 7 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 198 | 9,504.75 | 18,81,940.5 |
| 8 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 30 | 733.5 | 22,005 |
| 9 | Area of slab upto 0.50 sqm | Sqm | 62 | 5,413.5 | 3,35,637 |
| 10 | Area of slab over 0.50 sqm | Sqm | 74 | 5,136.3 | 3,80,086.2 |
| 11 | Granite work | Metre | 105 | 510.95 | 53,649.75 |
| 12 | Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building, for all heights and all levels etc. including:(a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design.(b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metallic colour of approved shades made out of 4 mm thick aluminium composite panel material consisting of 3 mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5 mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF /Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc.(c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium items. The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in- Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminium Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. | Sqm | 550 | 5,015.05 | 27,58,277.5 |
| 13 | 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 | 13200 | 133.7 | 17,64,840 |
| 14 | Hot finished welded type tubes | Kg | 79300 | 194.4 | 1,54,15,920 |
| 15 | 25 mm thick | Sqm | 176 | 1,948.25 | 3,42,892 |
| 16 | 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 | 134 | 738.65 | 98,979.1 |
| 17 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works | Sqm | 841 | 67.4 | 56,683.4 |
| 18 | Two or more coats on new work | Sqm | 840 | 146.8 | 1,23,312 |
| 19 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 22 | 2,434.25 | 53,553.5 |
| 20 | In cement mortar | cum | 12 | 2,060.2 | 24,722.4 |
| 21 | In cement mortar | cum | 6 | 2,458.95 | 14,753.7 |
| 22 | 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 | 198.07 | 5.65 | 1,119.1 |
| 23 | For thickness of tiles above 25 mm and up to 40 mm | Sqm | 122 | 113.35 | 13,828.7 |
| 24 | G.S. Sheet | Sqm | 12 | 164.95 | 1,979.4 |
| 25 | 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 | 72 | 263.95 | 19,004.4 |
| 26 | Moorum | cum | 40 | 768.25 | 30,730 |
| Schedule total | ₹2,57,42,329.4 | ||||
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