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Tender Value
₹22.2 Cr
EMD Value
₹44.4 L
Closing Date
6 Oct 2026, 5:00 pm
Yes (up to 3 members)
No
Two Packet System
Normal Tender
Yes
18/09/2026 10:00
Lowest to Highest
90 days
Expenditure
Capital (M & P)
PLANNING
16 conditions · 5 needing a document upload
6.2.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 tenderer shall submit details of contractual payments received 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 Sheets.
6.3.Bid Capacity: The tender/technical bid will be evaluated based on bid capacity formula detailed as Annexure-VI.
6.5 (ii)Certificates which may be an attested Certificate from the client, Audited Balance Sheet duly certified by the Chartered Accountant etc. regarding contractual payments received in the past as per format attached at Annexure-VI(B).
6.1.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.
6.5 (i)Certificates and testimonials regarding contracting experience for the similar type of job for which tender is invited with list of works carried out in the past as per format attached at Annexure-XI. 7.'Similar nature of work' in Technical Eligibility Criteria detailed above is defined as works involving:"Design, manufacture, supply, installation, commissioning and proving out of Wheelset profile machining (including brake disc, if any, in the wheel set) systems suitable for Indian Railways/Metro (Coaches/Wagons) including construction of building/Pre- Engineered industrial shed, foundation, track work, electrification of industrial sheds/buildings, supply and laying of LT/HT cables etc. Track gauge and wheel diameter of the machine may vary."[Authority: Dy.CME/Plg./ECR/HJP letter no. ECR-HQ0Mech(PH41)0001/2025 Dated: 15.05.2026]Note: In the absence of support documents as indicated above, the offer shall be treated as incomplete and unresponsive.
13 conditions · 9 needing a document upload
Company Details as per Annexure-5
GSTIN registration
PAN
Mandate Form. (Annexure-6)
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.
The tenderer shall furnish complete details of the machine offered including make/model, technical literature, performance certificate(s) for satisfactory working, duration since working along with the offer for technical evaluation
Supply, Installation and Commissioning of 01 CNC Under Floor Wheel Lathe at Coaching Depot/RGD and 01 CNC Portal Wheel Lathe at Coaching Depot/ARA on turnkey basis.
HQMech-26-WL-RGD-ARA-01~ECR
HQMech-26-WL-RGD-ARA-01
Open
Works - General
36 Months
Unknown (Unspecified Location)
₹0
₹44.4 L
15 Sept 2026
15 Sept 2026
22 Sept 2026
18 Sept 2026
48 items across 2 schedules · ₹2,61,72,511.78 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Ordinary rock | cum | 500 | 412.95 | 2,06,475 |
| 2 | 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 | 3000 | 368.65 | 11,05,950 |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 800 | 2,161.2 | 17,28,960 |
| 4 | All kinds of soil | Sqm | 1250 | 28.15 | 35,187.5 |
| 5 | 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 | 50 | 7,365.15 | 3,68,257.5 |
| 6 | Concrete of M10 grade with minimum cement content of 220 kg /cum. (Note: The permissible utilization of Recycled Concrete Aggregate (RCA) as coarse aggregate and fine aggregate is 100% each). | cum | 80 | 7,102.95 | 5,68,236 |
| 7 | Concrete of M15 grade with minimum cement content of 240 kg /cum. (Note: The permissible utilization of Recycled Concrete Aggregate (RCA) as coarse aggregate and fine aggregate is 25% each). | cum | 80 | 7,998.95 | 6,39,916 |
| 8 | 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 | 50 | 8,364.2 | 4,18,210 |
| 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 | 120 | 10,185.05 | 12,22,206 |
| 10 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 600 | 307.95 | 1,84,770 |
| 11 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 200 | 669.55 | 1,33,910 |
| 12 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 200 | 766.55 | 1,53,310 |
| 13 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 200 | 608.35 | 1,21,670 |
| 14 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 200 | 804.25 | 1,60,850 |
| 15 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 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 | 200 | 9,673.5 | 19,34,700 |
| 16 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 21000 | 89.65 | 18,82,650 |
| 17 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 250 | 8,683.8 | 21,70,950 |
| 18 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 400 | 10,122.85 | 40,49,140 |
| 19 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 80 | 6,882 | 5,50,560 |
| 20 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 100 | 8,288.35 | 8,28,835 |
| 21 | 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 | 24000 | 111.95 | 26,86,800 |
| 22 | Hot finished welded type tubes | Kg | 800 | 154.9 | 1,23,920 |
| 23 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 1200 | 88.5 | 1,06,200 |
| 24 | Providing and fixing bolts including nuts and washers complete. | Kg | 500 | 140.15 | 70,075 |
| 25 | 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 | 280 | 612.25 | 1,71,430 |
| 26 | Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with local sand, with common burnt clay non modular bricks. | Sqm | 1200 | 733.3 | 8,79,960 |
| 27 | Ordinary cement without any pigment | Sqm | 50 | 928.5 | 46,425 |
| 28 | Extra for providing and fixing wind ties of 40x 6 mm flat iron section. | Metre | 100 | 163.65 | 16,365 |
| 29 | 110 mm diameter | Metre | 120 | 319.75 | 38,370 |
| 30 | 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 | 900 | 671.55 | 6,04,395 |
| 31 | Ridges plain (500 - 600mm) | Metre | 500 | 450.6 | 2,25,300 |
| 32 | 1:6 (1 cement: 6 fine sand) | Sqm | 1200 | 282 | 3,38,400 |
| 33 | 1:6 (1 cement: 6 fine sand) | Sqm | 600 | 324.3 | 1,94,580 |
| 34 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 600 | 214.3 | 1,28,580 |
| 35 | 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 | 1200 | 158.95 | 1,90,740 |
| 36 | Two or more coats on new work | Sqm | 800 | 131.45 | 1,05,160 |
| 37 | Two or more coats on new work | Sqm | 600 | 121.45 | 72,870 |
| 38 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 50 | 2,007.1 | 1,00,355 |
| 39 | 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 | 120 | 8,277.55 | 9,93,306 |
| 40 | 15 mm dia nominal bore | Metre | 50 | 304.15 | 15,207.5 |
| 41 | 25 mm dia nominal bore | Metre | 50 | 491.2 | 24,560 |
| 42 | 15 mm nominal bore | Each | 50 | 303.85 | 15,192.5 |
| 43 | 15 mm nominal bore | Each | 100 | 262.3 | 26,230 |
| 44 | 25 mm nominal bore | Each | 100 | 369.35 | 36,935 |
| 45 | 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 | 500 | 9.7 | 4,850 |
| Schedule total | ₹2,56,80,949 | ||||
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