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Tender Value
₹4.3 Cr
EMD Value
₹3.6 L
Closing Date
11 Feb 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
WA SECTION
17 conditions · 2 needing a document upload
Similar Nature of Work:- Construction of buildings work
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.
70 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.
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 - Providing new Type-IV quarter -6 Nos., Type-III -6 Nos. & Type-II -4 Nos under ADEN (West) Ujjain including Electrical Work (Total 16 Nos.)
RTM-2025-26-163~WR
RTM-2025-26-163
Open
Works - General
18 Months
Ratlam, Madhya Pradesh
₹0
₹3.6 L
11 Feb 2026
15 Jan 2026
28 Jan 2026
131 items across 4 schedules · ₹6,19,03,061.6 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 2705 | 177.5 | 4,80,137.5 |
| 2 | Ordinary rock | cum | 860 | 498.9 | 4,29,054 |
| 3 | 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 | 2420 | 196 | 4,74,320 |
| 4 | All kinds of soil | cum | 860 | 126.8 | 1,09,048 |
| 5 | Ordinary or hard rock | cum | 860 | 227.4 | 1,95,564 |
| 6 | 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 | 200 | 7,294.7 | 14,58,940 |
| 7 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. | Sqm | 470 | 146.15 | 68,690.5 |
| 8 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 1710 | 392.15 | 6,70,576.5 |
| 9 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 650 | 842.5 | 5,47,625 |
| 10 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 1470 | 927.25 | 13,63,057.5 |
| 11 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 2330 | 736.4 | 17,15,812 |
| 12 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 1460 | 961.3 | 14,03,498 |
| 13 | Under 20 cm wide | Metre | 570 | 208.55 | 1,18,873.5 |
| 14 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 160 | 951.1 | 1,52,176 |
| 15 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 38970 | 107.85 | 42,02,914.5 |
| 16 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg 46790.33 | — | 107.85 | 50,46,337.09 |
| 17 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. | Metre | 600 | 78.4 | 47,040 |
| 18 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 700 | 9,504.75 | 66,53,325 |
| 19 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 490 | 9,860.4 | 48,31,596 |
| 20 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 360 | 733.5 | 2,64,060 |
| 21 | Cement Mortar 1:6 (1 cement : 6 coarse sand). | cum | 210 | 6,295.15 | 13,21,981.5 |
| 22 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 390 | 9,333.45 | 36,40,045.5 |
| 23 | Area of slab upto 0.50 sqm | Sqm | 340 | 5,413.5 | 18,40,590 |
| 24 | Area of slab over 0.50 sqm | Sqm | 250 | 5,136.3 | 12,84,075 |
| 25 | Each | 16 | 978.7 | 15,659.2 | |
| 26 | 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 | 790 | 1,267.95 | 10,01,680.5 |
| 27 | 5.0 mm thick glass panes (weight not less than 12.50 kg/sqm). | Sqm | 340 | 2,600.45 | 8,84,153 |
| 28 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 270 | 2,172.1 | 5,86,467 |
| 29 | On one side only | Sqm | 270 | 478 | 1,29,060 |
| 30 | 25 mm dia (heavy type) | Metre | 230 | 186.4 | 42,872 |
| 31 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 3150 | 238.35 | 7,50,802.5 |
| 32 | With 12 mm mild steel U beading | Sqm | 170 | 939.2 | 1,59,664 |
| 33 | 125x64x2.50 mm | Each | 270 | 129.85 | 35,059.5 |
| 34 | 300x16 mm | Each | 190 | 303.25 | 57,617.5 |
| 35 | 150x10 mm | Each | 190 | 82.55 | 15,684.5 |
| 36 | 125 mm | Each | 390 | 66.25 | 25,837.5 |
| 37 | Twin rubber stopper | Each | 190 | 72.35 | 13,746.5 |
| 38 | Providing and fixing cup board shutters 25 mm thick, with Pre-laminated flat pressed three layer particle board or graded wood particle board IS: 12823 marked, exterior grade (Grade l Type ll), having one side decorative lamination and other side balancing lamination, including IInd class teak wood lipping of 25 mm wide x12 mm thick with necessary screws and bright finished stainless steel piano hinges, complete as per direction of the Engineer-in-Charge | Sqm | 100 | 2,307.35 | 2,30,735 |
| 39 | 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 | 50 | 117.35 | 5,867.5 |
| 40 | 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 | 50 | 133.7 | 6,685 |
| 41 | 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 | 2800 | 772.4 | 21,62,720 |
| 42 | 25 mm thick | Sqm | 300 | 1,948.25 | 5,84,475 |
| 43 | 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 | 70 | 2,354.7 | 1,64,829 |
| 44 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. | Sqm | 150 | 1,096.55 | 1,64,482.5 |
| 45 | Size of Tile 600 x 600 mm | Sqm | 1160 | 1,453.65 | 16,86,234 |
| 46 | Size of Tile 600x600 mm | Sqm | 300 | 1,893.9 | 5,68,170 |
| 47 | 110 mm diameter | Metre | 410 | 377.4 | 1,54,734 |
| 48 | 110x110x110 mm | Each | 150 | 221.35 | 33,202.5 |
| 49 | 110 mm bend | Each | 210 | 150.35 | 31,573.5 |
| 50 | 1:4 (1 cement: 4 coarse sand) | Sqm 2942.68 | — | 357.35 | 10,51,566.7 |
| 51 | 1:4 (1 cement: 4 coarse sand) | Sqm | 3060 | 411.75 | 12,59,955 |
| 52 | New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre | Sqm | 3060 | 185.65 | 5,68,089 |
| 53 | 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 | 3060 | 156.05 | 4,77,513 |
| 54 | Two coats | Sqm | 3060 | 137.45 | 4,20,597 |
| 55 | With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre | Sqm | 3060 | 73.95 | 2,26,287 |
| 56 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. | Sqm | 1250 | 218.9 | 2,73,625 |
| 57 | 63 mm to 45 mm size stone aggregate | cum | 90 | 1,636.05 | 1,47,244.5 |
| 58 | Stone screening 11.2 mm nominal size (Type B) | cum | 50 | 2,247.75 | 1,12,387.5 |
| 59 | Good earth | cum | 30 | 775.5 | 23,265 |
| 60 | Moorum | cum | 2420 | 768.25 | 18,59,165 |
| 61 | 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 | 200 | 1,046.95 | 2,09,390 |
| 62 | Cement concrete prepared with batch mixing machine | cum | 95 | 10,529.35 | 10,00,288.25 |
| 63 | 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 | 100 | 972 | 97,200 |
| 64 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 20 | 6,515.55 | 1,30,311 |
| 65 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 50 | 2,648.85 | 1,32,442.5 |
| 66 | 610x460 mm bowl depth 200 mm | Each | 16 | 3,873.8 | 61,980.8 |
| 67 | Orissa pattern W.C. pan of size 580x440 mm | Each | 16 | 3,169.05 | 50,704.8 |
| 68 | 10 litre capacity - White | Each | 16 | 1,190.65 | 19,050.4 |
| 69 | Providing and fixing G.I. inlet connection for flush pipe connecting with W.C. pan. | Each | 16 | 142.85 | 2,285.6 |
| 70 | Providing and fixing 600x450 mm bevelled 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 | 50 | 1,607.95 | 80,397.5 |
| 71 | PN - 10 Pipe, 110 mm OD (SDR-11) | Metre | 32.58 | 1,301.35 | 42,397.98 |
| 72 | PPR Union 50mm | Each | 22 | 782.1 | 17,206.2 |
| 73 | 20 mm nominal dia Pipes | Metre | 420 | 335 | 1,40,700 |
| 74 | 15 mm nominal dia Pipes | Metre | 190 | 497.8 | 94,582 |
| 75 | 25 mm nominal dia Pipes | Metre | 340 | 627.25 | 2,13,265 |
| 76 | 15 mm nominal bore | Each | 140 | 353.25 | 49,455 |
| 77 | 15 mm nominal bore | Each | 108 | 353.25 | 38,151 |
| 78 | 25 mm nominal bore | Each | 38 | 622.4 | 23,651.2 |
| 79 | 25 mm nominal bore | Each | 16 | 464.05 | 7,424.8 |
| 80 | 15 mm nominal bore | Each | 76 | 97.75 | 7,429 |
| 81 | 100 mm diameter | Each | 38 | 193.95 | 7,370.1 |
| 82 | 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 | 16000 | 11 | 1,76,000 |
| 83 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 38 | 12,770.55 | 4,85,280.9 |
| 84 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 8 | 26,861.9 | 2,14,895.2 |
| 85 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 570 | 495.05 | 2,82,178.5 |
| 86 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 340 | 634.45 | 2,15,713 |
| 87 | 30 mm thick | Sqm | 150 | 4,346.7 | 6,52,005 |
| Schedule total | ₹5,87,02,799.22 | ||||
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