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Tender Value
₹11.0 Cr
EMD Value
₹22.0 L
Closing Date
4 Sept 2026, 3:00 pm
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
WA SECTION
21 conditions · 6 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).
Similar Nature of Work - (1) Any Steel fabrication Work= Rs.5,99,28,293.83 i.e. (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) Any Civil Engineering work = Rs. 5,00,86,829.95 i.e. (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.
The tenderer should submit valid electrical contractor'slicense issued by any Government & should submit copyof the same along with the offer failing to which offer willnot consider as technically suitable. (Electrical License onthe Name of agency / person who will supervise andexecute the Electrical work).
For tenders having advertised value more than Rs. 10 crore (As per instruction given in ACS-11 issued vide Rly Board letter No. 2022/CE-I/CT/GCC-2022/Policy/Pt I(E-3320424) dtd 13.03.2026).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.)
72 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-2021 (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.
Performance Guarantee As per ACS-11 dtd 13.03.2026 Para 16(4)(h) Introduced to GCC Apr2022 is as under Para 16(4)(h) If a tender is accepted on the quoted rates of bidder which is below the advertised tender value, an additional performance security shall be submitted by bider as below - Bid quoted Below 0 to 5 % (inclusive) of advertised cost - Additional Performance Guarantee (%) = NIL Bid quoted Below 5 % - of advertised cost - Additional Performance Guarantee (%) = 5%
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-2018 (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)
Sehore Station - Extension of cover shed at Platform No. 01 and Platform No. 02, new passenger waiting hall and development of circulating area Platform No. 02 side and other passenger associated amenities including with Electrical work.(Composite- Civil+Electrical)
RTM-2026-27-67~WR
RTM-2026-27-67
Open
Works - General
15 Months
Ratlam, Madhya Pradesh
₹0
₹22.0 L
5 Aug 2026
5 Aug 2026
21 Aug 2026
103 items across 3 schedules · ₹21,22,196.5 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 500 | 177.5 | 88,750 |
| 2 | Ordinary rock | cum | 50 | 498.9 | 24,945 |
| 3 | All kinds of soil. | cum | 104 | 260.3 | 27,071.2 |
| 4 | 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 | 5230 | 196 | 10,25,080 |
| 5 | All kinds of soil | cum | 126 | 126.8 | 15,976.8 |
| 6 | All kinds of soil | Sqm | 980 | 34.15 | 33,467 |
| 7 | Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge. | cum | 50 | 93.05 | 4,652.5 |
| 8 | 1:1 1/2:3 (1 Cement: 1 1/2 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 60 | 8,340.85 | 5,00,451 |
| 9 | 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 | 60 | 7,878.5 | 4,72,710 |
| 10 | 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 | 1358 | 7,294.7 | 99,06,202.6 |
| 11 | 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 | 10 | 7,178.75 | 71,787.5 |
| 12 | Foundations, footings, bases for columns | Sqm | 150 | 392.15 | 58,822.5 |
| 13 | 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 | 5 | 9,045.75 | 45,228.75 |
| 14 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 396 | 392.15 | 1,55,291.4 |
| 15 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 150 | 842.5 | 1,26,375 |
| 16 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 50 | 927.25 | 46,362.5 |
| 17 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 143.6 | 736.4 | 1,05,747.04 |
| 18 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 84 | 961.3 | 80,749.2 |
| 19 | Under 20 cm wide | Metre | 35 | 208.55 | 7,299.25 |
| 20 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 10 | 951.1 | 9,511 |
| 21 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 128344 | 107.85 | 1,38,41,900.4 |
| 22 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 20000 | 107.85 | 21,57,000 |
| 23 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. | Metre | 100 | 78.4 | 7,840 |
| 24 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 381 | 9,504.75 | 36,21,309.75 |
| 25 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 50 | 9,860.4 | 4,93,020 |
| 26 | Concrete of M35 grade with minimum cement content of 370 kg /cum | cum | 10 | 10,162.35 | 1,01,623.5 |
| 27 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 1006 | 733.5 | 7,37,901 |
| 28 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 33.5 | 7,132.25 | 2,38,930.38 |
| 29 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 10 | 9,333.45 | 93,334.5 |
| 30 | Area of slab upto 0.50 sqm | Sqm | 10 | 5,413.5 | 54,135 |
| 31 | Area of slab over 0.50 sqm | Sqm | 10 | 5,136.3 | 51,363 |
| 32 | Each | 5 | 978.7 | 4,893.5 | |
| 33 | Granite Stone of approved shade | Sqm | 30 | 4,051.85 | 1,21,555.5 |
| 34 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. | Sqm | 100 | 1,267.95 | 1,26,795 |
| 35 | 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 | 4812 | 117.35 | 5,64,688.2 |
| 36 | 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 | 48700 | 133.7 | 65,11,190 |
| 37 | Hot finished welded type tubes | Kg | 266400 | 194.4 | 5,17,88,160 |
| 38 | Hot finished seamless type tubes | Kg | 25000 | 206.35 | 51,58,750 |
| 39 | Electric resistance or induction butt welded tubes | Kg | 500 | 194.4 | 97,200 |
| 40 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 8800 | 97.2 | 8,55,360 |
| 41 | Providing and fixing bolts including nuts and washers complete. | Kg | 520 | 159.35 | 82,862 |
| 42 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 2400 | 172.6 | 4,14,240 |
| 43 | 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 | 800 | 772.4 | 6,17,920 |
| 44 | Light shade pigment using white cement | Sqm | 500 | 1,402 | 7,01,000 |
| 45 | Medium shade pigment using 50% white cement 50% Grey cement | Sqm | 500 | 1,328.35 | 6,64,175 |
| 46 | Dark shade pigment using ordinary cement | Sqm | 500 | 1,119.5 | 5,59,750 |
| 47 | 25 mm thick | Sqm | 2800 | 1,948.25 | 54,55,100 |
| 48 | 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 | 20 | 2,354.7 | 47,094 |
| 49 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 50 | 3,186.7 | 1,59,335 |
| 50 | 110 mm diameter | Metre | 204 | 377.4 | 76,989.6 |
| 51 | 110 mm bend | Each | 20 | 150.35 | 3,007 |
| 52 | 110 mm | Each | 72 | 371.3 | 26,733.6 |
| 53 | Providing and fixing to the inlet mouth of rain water pipe PTMT (an Engineering Thermoplastic) grating square (Slit) 150 mm square with a height of 8 mm and weighing not less than 100 gms. | Each | 26 | 84.55 | 2,198.3 |
| 54 | 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 | 8276.6 | 738.65 | 61,13,510.59 |
| 55 | Ridges plain (500 - 600mm) | Metre | 100 | 532.35 | 53,235 |
| 56 | Gutter (600 mm over all girth) | Metre | 50 | 1,313.7 | 65,685 |
| 57 | 1:4 (1 cement: 4 fine sand) | Sqm | 248 | 347.05 | 86,068.4 |
| 58 | 1:6 (1 cement: 6 fine sand) | Sqm | 100 | 383 | 38,300 |
| 59 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | Sqm | 150 | 160.6 | 24,090 |
| 60 | New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. | Sqm | 48 | 181.25 | 8,700 |
| 61 | Two or more coats on new work | Sqm | 198 | 155.9 | 30,868.2 |
| 62 | Two or more coats on new work | Sqm | 4048 | 146.8 | 5,94,246.4 |
| 63 | 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 | 48 | 156.05 | 7,490.4 |
| 64 | Providing and fixing M.S. round or square bars with M.S. flats at required spacing in wooden frames of windows and clerestory windows. | Kg | 100 | 120.75 | 12,075 |
| 65 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 20 | 2,434.25 | 48,685 |
| 66 | 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 | 10 | 3,551.25 | 35,512.5 |
| 67 | In cement mortar | cum | 10 | 2,060.2 | 20,602 |
| 68 | 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 | 4000 | 5.65 | 22,600 |
| 69 | For thickness of tiles 10 mm to 25 mm | Sqm | 50 | 73.4 | 3,670 |
| 70 | For thickness of tiles above 25 mm and up to 40 mm | Sqm | 25 | 113.35 | 2,833.75 |
| 71 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | Sqm | 50 | 266.45 | 13,322.5 |
| 72 | G.S. Sheet | Sqm | 400 | 164.95 | 65,980 |
| 73 | Water bound macadam road | Sqm | 1500 | 217.45 | 3,26,175 |
| 74 | 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 | 60 | 263.95 | 15,837 |
| 75 | 53 mm to 22.4 mm size stone aggregate | cum | 1850 | 1,842.3 | 34,08,255 |
| 76 | Moorum | cum | 5230 | 768.25 | 40,17,947.5 |
| 77 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . | cum | 6250 | 1,046.95 | 65,43,437.5 |
| 78 | Cement concrete prepared with batch mixing machine | cum | 1850 | 10,529.35 | 1,94,79,297.5 |
| 79 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in- charge. | Sqm | 500 | 972 | 4,86,000 |
| 80 | 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 | 78 | 9,823.8 | 7,66,256.4 |
| 81 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 22 | 1,151.9 | 25,341.8 |
| 82 | Sand cast iron S&S as per IS - 1729 | Each | 5 | 598.5 | 2,992.5 |
| 83 | Sand cast iron S&S as per IS : 3989 | Each | 4 | 570.05 | 2,280.2 |
| 84 | 15 mm nominal dia Pipes | Metre | 16 | 497.8 | 7,964.8 |
| 85 | 25 mm nominal dia Pipes | Metre | 16 | 355.4 | 5,686.4 |
| 86 | 50 mm nominal dia Pipes | Metre | 16 | 794.25 | 12,708 |
| 87 | 25 mm nominal bore | Each | 2 | 622.4 | 1,244.8 |
| 88 | 50 mm nominal bore | Each | 2 | 1,026.65 | 2,053.3 |
| 89 | 25 mm nominal bore | Each | 2 | 464.05 | 928.1 |
| 90 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 | Each | 2 | 18,896.7 | 37,793.4 |
| 91 | 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 | 1000 | 11 | 11,000 |
| 92 | 15 mm nominal bore | Each | 8 | 670.45 | 5,363.6 |
| 93 | 15mm nominal bore | Each | 2 | 574.3 | 1,148.6 |
| 94 | Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. | Each | 10 | 74.8 | 748 |
| 95 | 150 mm dia. R.C.C. pipe | Metre | 10 | 556.45 | 5,564.5 |
| 96 | 450 mm dia RCC pipes. | Metre | 50 | 2,676.55 | 1,33,827.5 |
| 97 | 600 mm dia RCC pipes. | Metre | 60 | 3,401.25 | 2,04,075 |
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