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Tender Value
₹1.3 Cr
EMD Value
₹2.1 L
Closing Date
27 Jan 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
WA SECTION
19 conditions · 3 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).
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.
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. Note for b(1): Separate completed works of minimum required values shall also be considered for fulfillment of technical eligibility criteria for different components.
In such cases, what constitutes a component in a composite work shall be clearly pre-defined with estimated tender cost of it, as part of the tender documents without any ambiguity.
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.)
Work experience certificate from private individual shall not be considered. However, in addition to work experience certificates issued by any Govt. Organisation, work experience certificate issued by Public listed company having average annual turnover of Rs 500 crore and above in last 3 financial years excluding the current financial year, listed on National Stock Exchange or Bombay Stock Exchange, incorporated/registered at least 5 years prior to the date of closing of tender, shall also be considered provided the work experience certificate has been issued by a person authorized by the Public listed company to issue such certificates. In case tenderer submits work experience certificate issued by public listed company, the tenderer shall also submit along with work experience certificate, the relevant copy of work order, bill of quantities, bill wise details of payment received duly certified by Chartered Accountant, TDS certificates for all payments received and copy of final/last bill paid by company in support of above work experience certificate.
Defination of Similar Work :- Construction of any Building 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-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.
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)
Nagda:- Providing community hall to facilitate railway staff at Nagda Station.
RTM-2025-26-168~WR
RTM-2025-26-168
Open
Works - General
12 Months
Ratlam, Madhya Pradesh
₹0
₹2.1 L
27 Jan 2026
2 Jan 2026
13 Jan 2026
108 items across 3 schedules · ₹1,64,16,569.04 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 1km | cum | 250 | 180.4 | 45,100 |
| 2 | All kinds of soil | cum | 380 | 205.45 | 78,071 |
| 3 | Ordinary rock | cum | 100 | 412.95 | 41,295 |
| 4 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | cum | 1050 | 253.95 | 2,66,647.5 |
| 5 | All kinds of soil | cum | 75 | 104.5 | 7,837.5 |
| 6 | 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 | 25 | 7,783.65 | 1,94,591.25 |
| 7 | 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 | 60 | 6,833.4 | 4,10,004 |
| 8 | Foundations, footings, bases for columns | Sqm | 50 | 307.95 | 15,397.5 |
| 9 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 120 | 307.95 | 36,954 |
| 10 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 85 | 669.55 | 56,911.75 |
| 11 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 480 | 766.55 | 3,67,944 |
| 12 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 170 | 608.35 | 1,03,419.5 |
| 13 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 120 | 804.25 | 96,510 |
| 14 | Stairs, (excluding landings) except spiral-staircases | Sqm | 15 | 657.75 | 9,866.25 |
| 15 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 40 | 814.95 | 32,598 |
| 16 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 10500 | 89.65 | 9,41,325 |
| 17 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 18000 | 89.65 | 16,13,700 |
| 18 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 230.35 | 8,683.8 | 20,00,313.33 |
| 19 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 30 | 688.45 | 20,653.5 |
| 20 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 30 | 6,882 | 2,06,460 |
| 21 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 185 | 8,512.1 | 15,74,738.5 |
| 22 | Granite stone of any colour and shade | Sqm | 20 | 2,675.7 | 53,514 |
| 23 | Area of slab upto 0.50 sqm | Sqm | 30 | 4,679.35 | 1,40,380.5 |
| 24 | Area of slab over 0.50 sqm | Sqm | 80 | 4,425.35 | 3,54,028 |
| 25 | 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 | 120 | 1,063.45 | 1,27,614 |
| 26 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 15 | 3,086.1 | 46,291.5 |
| 27 | With 2nd class teak wood beading 62X19 mm | Sqm | 15 | 1,164.9 | 17,473.5 |
| 28 | 250x16 mm | Each | 30 | 234.9 | 7,047 |
| 29 | 150x10 mm | Each | 15 | 75.55 | 1,133.25 |
| 30 | 100x10 mm | Each | 10 | 58.65 | 586.5 |
| 31 | 125 mm | Each | 40 | 60.05 | 2,402 |
| 32 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with awall thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer's specification and direction of Engineer- in-Charge. | Metre | 40 | 408.25 | 16,330 |
| 33 | 30 mm thick pre laminated PVC door shutters | Sqm | 18 | 2,455.1 | 44,191.8 |
| 34 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 1500 | 142.3 | 2,13,450 |
| 35 | 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 | 100 | 612.25 | 61,225 |
| 36 | Size of Tile 600 x 1200 mm | Sqm | 390 | 1,612.75 | 6,28,972.5 |
| 37 | Size of Tile 600 x 600 mm | Sqm | 60 | 1,311.05 | 78,663 |
| 38 | GI Metal Ceiling Lay in perforated Tegular edge global white color tiles of size 595x595 mm and 0.5 mm thick with 8 mm drop; made of GI sheet having galvanizing of 100 gms/sqm (both sides inclusive) and 20% perforation area with 1.8 mm dia holes and having NRC (Noise Reduction Coefficient ) of 0.5, electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending and perforation, and backed with a black Glass fiber acoustical fleece. | Sqm | 400 | 1,746.25 | 6,98,500 |
| 39 | 1:4 (1 cement: 4 fine sand) | Sqm | 20 | 361.3 | 7,226 |
| 40 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). | Sqm | 350 | 442.75 | 1,54,962.5 |
| 41 | 12 mm cement plaster 1:2 (1 cement : 2 stone dust). | Sqm | 400 | 325.8 | 1,30,320 |
| 42 | New work (two or more coats) over and including water thinnable priming coat with cement primer | Sqm | 325 | 162.55 | 52,828.75 |
| 43 | New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | Sqm | 450 | 162.35 | 73,057.5 |
| 44 | Two or more coats on new work | Sqm | 60 | 131.45 | 7,887 |
| 45 | Moorum | cum | 900 | 888.3 | 7,99,470 |
| 46 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. | cum | 100 | 7,399.2 | 7,39,920 |
| 47 | Cement concrete prepared with batch mixing machine | cum | 250 | 9,492.9 | 23,73,225 |
| 48 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) | Metre | 150 | 303.65 | 45,547.5 |
| 49 | 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 | 200 | 951 | 1,90,200 |
| 50 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 1 | 5,781.35 | 5,781.35 |
| 51 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 1 | 6,941.3 | 6,941.3 |
| 52 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 2 | 5,268.85 | 10,537.7 |
| 53 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each | 1 | 1,679.6 | 1,679.6 |
| 54 | 610x510 mm bowl depth 200 mm | Each | 1 | 4,274.4 | 4,274.4 |
| 55 | 10 litre capacity - White | Each | 1 | 1,023.05 | 1,023.05 |
| 56 | 32 mm dia | Each | 2 | 104.35 | 208.7 |
| 57 | Providing and fixing 600x450 mm beveled 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 | 2 | 1,411.15 | 2,822.3 |
| 58 | Rectangular shape 1500x450 mm | Each | 2 | 1,817.2 | 3,634.4 |
| 59 | C.P. brass | Each | 2 | 680.8 | 1,361.6 |
| 60 | Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. | Each | 1 | 204.7 | 204.7 |
| 61 | 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. | Each | 1 | 600.35 | 600.35 |
| 62 | 15 mm nominal dia Pipes | Metre | 60 | 441.15 | 26,469 |
| 63 | 25 mm nominal dia Pipes | Metre | 20 | 370.65 | 7,413 |
| 64 | 50 mm nominal dia Pipes | Metre | 40 | 811.85 | 32,474 |
| 65 | 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 | 2000 | 9.7 | 19,400 |
| 66 | 15 mm nominal bore | Each | 5 | 434.2 | 2,171 |
| 67 | 15 mm nominal bore | Each | 5 | 594.75 | 2,973.75 |
| 68 | 15mm nominal bore | Each | 3 | 500.35 | 1,501.05 |
| 69 | 150 mm nominal size square 100 mm diameter of the inner hinged round grating | Each | 3 | 169.7 | 509.1 |
| 70 | Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. | Each | 2 | 96.75 | 193.5 |
| 71 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 50 | 433.95 | 21,697.5 |
| 72 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 60 | 531.8 | 31,908 |
| 73 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 15 | 1,019.8 | 15,297 |
| Schedule total | ₹1,53,87,860.73 | ||||
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