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Tender Value
Refer Docs
EMD Value
₹16.6 L
Closing Date
2 Feb 2026, 3:00 pmClosed
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
23 conditions · 8 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. Advance Correction Slip No.1(Rly. Board letter No.2022/CE-I/CT/GCC-2022/Policy date 14.07.2022.) PLEASE ATTACH COPY OF AUDITED BALANCE SHEET.
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. Advance Correction Slip No.1(Rly. Board letter No.2022/CE-I/CT/GCC-2022/Policy date 14.07.2022.) PLEASE ATTACH COPY OF ANNEXURE VI-B.(Proforma is available in document).
1) Definition Of Similar Work (Amount Rs. 27,71,95,388.00- Any Bridge work involving Fabrication, Erection and Launching of FOB/Steel Girders/Composite Girder for Railway , Road Bridges. OR Any Bridge work involving assembling, erection and launching of FOB/Steel Girders/Composite Girders for Railway, Road Bridges. 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.
2) Definition Of Similar Work (Amount Rs. 23843769.00) -Supply, erection/installation, testing and commissioning of lift OR Construction of lift well or buildings/FOBs with lift well in Railways/Metro Railways/Airports/Central/State Government building or PSU Establishment. If the tenderer is not a lift manufacturer or authorised dealer of lift manufacturer, he shall enter into a MoU with lift manufacturer for the supply, erection, warranty and maintenance etc. of the required lifts and submit a copy of MOU along with his offer. MoU should be signed on a nonjudicial stamp paper duly notarised and should be legally enforceable. 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.
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. Annexure VI of GCC April 2022 and Advance Correction Slip No.1(Rly. Board letter No.2022/CE-I/CT/GCC-2022/Policy date 14.07.2022.)
If the tenderer is not a lift manufacturer or authorised dealer of lift manufacturer, he shall enter into a MoU with lift manufacturer for the supply, erection, warranty and maintenance etc. of the required lifts and submit a copy of MOU along with his offer. MoU should be signed on a nonjudicial stamp paper duly notarised and should be legally enforceable.
The tenderer should submit valid electrical contractor's license issued by any Government & should submit copy of the same along with the offer failing to which offer will not consider as technically suitable. (Electrical License on the Name of agency / person who will supervise and execute the Electrical work).
71 conditions · 7 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.
CPWD DSR-2023 (Delhi Schedule of Rates) and CPWD Specifications-2019 (or latest) shall be used for all works related to Building Works, Road Works and Horticulture works and other Miscellaneous works with effect from 16.01.2023 with latest Correction Slips issued from time to time by CPWD.
Signature on Receipts for Amount.
Every receipt for money which may become payable or for any security which may become transferable to the Contractors under these presents, shall, if signed in the partnership name by anyone of the partners of a Contractor's firm be a good and sufficient discharge to the Railway in respect of the moneys or security purported to be acknowledged thereby and in the event of death of any of the Contractor, partners during the pendency of the contract, it is hereby expressly agreed that every receipt by anyone of the surviving Contractor partners shall if so signed as aforesaid be good and sufficient discharge as aforesaid provided that nothing in this Clause contained shall be deemed to prejudice or effect any claim which the Railway may hereafter have against the legal representative of any Contractor partner so dying for or in respect to any breach of any of the conditions of the contract, provided also that nothing in this clause contained shall be deemed to prejudice or effect the respective rights or obligations of the Contractor partners and of the legal representatives of any deceased contractor partners interse. (GCC April 2022 para 53.)
Applicability of rules for this tender
GCC-April 2022 with upto date correction slip.
CPWD DSR-2023 (Delhi Schedule of Rates) and CPWD Specifications-2019 (or latest) shall be used for all works related to Building Works, Road Works and Horticulture works and other Miscellaneous works with effect from 01.06.2021 with latest Correction Slips issued from time to time by CPWD.
Relevant IS-CODES AND RAILWAY CODES AND MANUALS.
In these Special Conditions of Contract the following terms shall have the meaning hereby assigned to them except where the context otherwise requires.
(a)"General Condition of Contract" shall mean General Conditions of Contract-April 2022 as contained in Western Railway, Engineering Department "Indian Railways Unified standard specifications (works and materials)Vol-I &II".
"Specifications" shall mean the Specifications for Materials and Works of the Railway as specified under the authority of the Ministry of Railways or Chief Engineer or as amplified, added to or superseded by special specifications if any, appended to the Tender Forms. (GCC April 2022 Part I para I Instructions to tenderers (ITT).)
Standard Schedule of Rates (SSOR) shall mean the schedule of Rates adopted by the Railway, which includes- 1."Unified Standard Schedule of Rates of the Railway (USSOR)" i.e. the Standard Schedule of Rates of the Railway issued under the authority of the Chief Engineer from time to time, updated with correction slips issued up to date of inviting tender or as otherwise specified in the tender documents; 2. "Delhi Schedule Of Rates (DSR)" i.e. the Standard Schedule of Rates published by Director General/ Central Public Works Department, Government of India, New Delhi, as adopted and modified by the Railway under the authority of the Chief Engineer from time to time, updated with correction slips issued up to date of inviting tender or as otherwise specified in the tender documents.
"If any dispute arises between the parties with respect to this agreement any application or suit shall be instituted only in the; court with the local limits or whose Jurisdiction, the Western Railway's Divisional Headquarters office is situated and both the parties shall be bound by this clause. (Head quarters letter no. CE-Circular No. 11/No. W/623/5/ARB/1 dt. 26.04.04)
Ratlam Division - Execution (Composite - Civil+Electrical) of various works as under : - (1) Ujjain - Provision of one 12 meters wide FOB with cover with ramp with lift b/w PF01 & PF08 located at the centre of Platforms (Simhastha 2028). (2) Pawasa station - Providing 06 meter wide foot over bridge with 03 ramp landings (simahashtha 2028)
RTM-2025-26-178~WR
RTM-2025-26-178
Open
Works - General
12 Months
Ratlam, Madhya Pradesh
₹0
₹16.6 L
2 Feb 2026
10 Jan 2026
19 Jan 2026
141 items across 7 schedules · ₹8,64,95,638.4 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 1km | cum | 2000 | 217.55 | 4,35,100 |
| 2 | 2km | cum | 1496.6 | 245.82 | 3,67,894.21 |
| 3 | 3km | cum | 3420 | 273.79 | 9,36,361.8 |
| 4 | 1km | Tonne | 38 | 154.7 | 5,878.6 |
| 5 | 3km | Tonne | 40 | 194.7 | 7,788 |
| 6 | All kinds of soil | cum | 2097 | 177.5 | 3,72,217.5 |
| 7 | 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 | 776 | 196 | 1,52,096 |
| 8 | All kinds of soil | cum | 702 | 126.8 | 89,013.6 |
| 9 | 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) | cum | 325 | 7,294.7 | 23,70,777.5 |
| 10 | Foundations, footings, bases for columns | Sqm | 1870 | 392.15 | 7,33,320.5 |
| 11 | 1:1.5:3 (1 Cement: 1.5 coarse sand (zone-III) including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 25% : 3 graded stone aggregate 20 mm nominal size (Recycled Concrete Aggregate (RCA) upto 25%). | cum | 95 | 17,677.25 | 16,79,338.75 |
| 12 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 2255 | 392.15 | 8,84,298.25 |
| 13 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 2604 | 842.5 | 21,93,870 |
| 14 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 84 | 736.4 | 61,857.6 |
| 15 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 658857 | 107.85 | 7,10,57,727.45 |
| 16 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 226986 | 107.85 | 2,44,80,440.1 |
| 17 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 1488 | 9,504.75 | 1,41,43,068 |
| 18 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 921 | 9,860.4 | 90,81,428.4 |
| 19 | Concrete of M35 grade with minimum cement content of 370 kg /cum | cum | 703 | 10,162.35 | 71,44,132.05 |
| 20 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 400 | 733.5 | 2,93,400 |
| 21 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 100 | 9,105.95 | 9,10,595 |
| 22 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 40 | 9,095.05 | 3,63,802 |
| 23 | Area of slab upto 0.50 sqm | Sqm | 100 | 5,413.5 | 5,41,350 |
| 24 | Area of slab over 0.50 sqm | Sqm | 150 | 5,136.3 | 7,70,445 |
| 25 | 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 | 612 | 5,015.05 | 30,69,210.6 |
| 26 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 35000 | 117.35 | 41,07,250 |
| 27 | 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 | 715312 | 133.7 | 9,56,37,214.4 |
| 28 | Hot finished welded type tubes | Kg | 28000 | 194.4 | 54,43,200 |
| 29 | Hot finished seamless type tubes | Kg | 96602 | 206.35 | 1,99,33,822.7 |
| 30 | Electric resistance or induction butt welded tubes | Kg | 76050 | 194.4 | 1,47,84,120 |
| 31 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 13346 | 97.2 | 12,97,231.2 |
| 32 | 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 | 8500 | 772.4 | 65,65,400 |
| 33 | Light shade pigment using white cement | Sqm | 2290 | 1,402 | 32,10,580 |
| 34 | 25 mm thick | Sqm | 2600 | 1,948.25 | 50,65,450 |
| 35 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 3400 | 3,186.7 | 1,08,34,780 |
| 36 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 200 | 4,481.3 | 8,96,260 |
| 37 | 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 | 7609.6 | 738.65 | 56,20,831.04 |
| 38 | Ridges plain (500 - 600mm) | Metre | 300 | 532.35 | 1,59,705 |
| 39 | 1:4 (1 cement: 4 fine sand) | Sqm | 547.4 | 347.05 | 1,89,975.17 |
| 40 | 1:4 (1 cement: 4 coarse sand) | Sqm | 30 | 411.75 | 12,352.5 |
| 41 | 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 | 300 | 193.7 | 58,110 |
| 42 | Two or more coats on new work | Sqm | 16500 | 155.9 | 25,72,350 |
| 43 | Two or more coats on new work | Sqm | 20500 | 146.8 | 30,09,400 |
| 44 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 578.6 | 2,434.25 | 14,08,457.05 |
| 45 | 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 | 110 | 3,551.25 | 3,90,637.5 |
| 46 | In cement mortar | cum | 42 | 2,060.2 | 86,528.4 |
| 47 | R.S. Joists | Kg | 300 | 3.4 | 1,020 |
| 48 | Channels, angles, tees and flats | Kg | 300 | 2.3 | 690 |
| 49 | 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 | 38100 | 5.65 | 2,15,265 |
| 50 | For thickness of tiles 10 mm to 25 mm | Sqm | 273 | 73.4 | 20,038.2 |
| 51 | For thickness of tiles above 25 mm and up to 40 mm | Sqm | 195 | 113.35 | 22,103.25 |
| 52 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | Sqm | 2208 | 266.45 | 5,88,321.6 |
| 53 | G.S. Sheet | Sqm | 2220 | 164.95 | 3,66,189 |
| 54 | Asbestos Cement sheet | Sqm | 112 | 77.3 | 8,657.6 |
| 55 | 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 | 341 | 263.95 | 90,006.95 |
| 56 | Moorum | cum | 2722 | 768.25 | 20,91,176.5 |
| 57 | Providing and fixing roofing consist of 0.8 mm thick galvanized steel deck sheet confirming to IS 277:1992 used as permanent shuttering over which MS wire mesh 3mm laid at 100x100 mm grid including edge trim covered with concrete. This metal deck will be supported on structural steel beam with shear studs. (Structural steel like Beam, column, joists etc. & concrete of different grade as per design will be paid separately). | Sqm | 2340 | 1,525.6 | 35,69,904 |
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