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Tender Value
₹1.1 Cr
EMD Value
₹2.1 L
Closing Date
9 Apr 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 · 4 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 -Construction of buildings 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)
Sehore - Providing officer rest house having 05 suits in connection simhastha 2028 including with Electrical Work.
RTM-2025-26-194
RTM-2025-26-194
Open
Works - General
10 Months
Ratlam, Madhya Pradesh
₹0
₹2.1 L
9 Apr 2026
12 Mar 2026
26 Mar 2026
185 items across 5 schedules · ₹1,51,42,138.41 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 300 | 177.5 | 53,250 |
| 2 | Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia | Metre | 50 | 998.65 | 49,932.5 |
| 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 | 499.95 | 196 | 97,990.2 |
| 4 | All kinds of soil | cum | 500 | 126.8 | 63,400 |
| 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 | 15 | 7,878.5 | 1,18,177.5 |
| 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 | 70 | 7,294.7 | 5,10,629 |
| 7 | 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 | 20 | 9,045.75 | 1,80,915 |
| 8 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 150 | 392.15 | 58,822.5 |
| 9 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 200 | 842.5 | 1,68,500 |
| 10 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 400 | 927.25 | 3,70,900 |
| 11 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 150 | 736.4 | 1,10,460 |
| 12 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 200 | 961.3 | 1,92,260 |
| 13 | Under 20 cm wide | Metre | 50 | 208.55 | 10,427.5 |
| 14 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm | 300 | 384.3 | 1,15,290 |
| 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 | 10 | 10,585.9 | 1,05,859 |
| 16 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 7900 | 107.85 | 8,52,015 |
| 17 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 12000 | 107.85 | 12,94,200 |
| 18 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. | Metre | 55 | 78.4 | 4,312 |
| 19 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 80 | 9,504.75 | 7,60,380 |
| 20 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 150 | 9,860.4 | 14,79,060 |
| 21 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 100 | 733.5 | 73,350 |
| 22 | Cement Mortar 1:6 (1 cement : 6 coarse sand). | cum | 20 | 6,295.15 | 1,25,903 |
| 23 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 50 | 9,105.95 | 4,55,297.5 |
| 24 | Area of slab upto 0.50 sqm | Sqm | 50 | 5,413.5 | 2,70,675 |
| 25 | Area of slab over 0.50 sqm | Sqm | 50 | 5,136.3 | 2,56,815 |
| 26 | Each | 20 | 978.7 | 19,574 | |
| 27 | 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 |
| 28 | 4 mm thick glass pane (weight not less than 10kg/sqm). | Sqm | 20 | 2,241.8 | 44,836 |
| 29 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 25 | 3,167.95 | 79,198.75 |
| 30 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 200 | 238.35 | 47,670 |
| 31 | 300x16 mm | Each | 40 | 216.55 | 8,662 |
| 32 | 250x10 mm | Each | 40 | 83.9 | 3,356 |
| 33 | 125 mm | Each | 40 | 39.95 | 1,598 |
| 34 | Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. | Each | 10 | 1,124.85 | 11,248.5 |
| 35 | Twin rubber stopper | Each | 10 | 72.35 | 723.5 |
| 36 | 1.0 mm thick | Sqm | 40 | 897.3 | 35,892 |
| 37 | Using R2 series with frame (70 mm & above) x (40 mm & above) & sash (25 mm & above) x (50 mm & above) with zinc alloy (zamak) powder coated touch locks with hook. (Height upto 1.2 metre). | Sqm | 10 | 8,748.35 | 87,483.5 |
| 38 | Using R3 series with frame (98 mm & above) x (40 mm & above) & sash (30 mm & above) x (55 mm & above) with zinc alloy (zamak) powder coated handle on two end panels along with multi-point locking system (Height upto 1.8 metre). | Sqm | 30 | 8,543.6 | 2,56,308 |
| 39 | 18 mm thick | Sqm | 25 | 1,362.3 | 34,057.5 |
| 40 | Providing and fixing cupboard shutter with 19 mm thick one side decorative and other side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand including 2 mm thick PVC edge banding tape with hot glue by edge bending machine etc. with auto closing spring loaded hinges (hydraulic type) etc. complete as per direction of Engineer-in-charge.(Payment of providing and fixing auto closing hinges shall be paid separately) | Sqm | 25 | 2,829.25 | 70,731.25 |
| 41 | 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 | 100 | 133.7 | 13,370 |
| 42 | Hot finished welded type tubes | Kg | 300 | 194.4 | 58,320 |
| 43 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 150 | 172.6 | 25,890 |
| 44 | 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 | 50 | 772.4 | 38,620 |
| 45 | Galvanised M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides | Sqm | 20 | 844.7 | 16,894 |
| 46 | 25 mm thick | Sqm | 15 | 1,948.25 | 29,223.75 |
| 47 | 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 | 25 | 1,096.55 | 27,413.75 |
| 48 | Size of Tile 800x800 mm | Sqm | 200 | 1,885.5 | 3,77,100 |
| 49 | Size of Tile 800x800 mm | Sqm | 200 | 244.75 | 48,950 |
| 50 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 15 | 3,186.7 | 47,800.5 |
| 51 | In 75x75 mm deep chase | Metre | 25 | 305.15 | 7,628.75 |
| 52 | 110 mm diameter | Metre | 55 | 377.4 | 20,757 |
| 53 | 110 mm | Each | 20 | 136.15 | 2,723 |
| 54 | 110x110x110 mm | Each | 15 | 221.35 | 3,320.25 |
| 55 | 110 mm bend | Each | 20 | 150.35 | 3,007 |
| 56 | 2 mm thick flat | Sqm | 20 | 1,245.65 | 24,913 |
| 57 | 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 | 75 | 738.65 | 55,398.75 |
| 58 | Ridges plain (500 - 600mm) | Metre | 25 | 532.35 | 13,308.75 |
| 59 | GI Metal Ceiling Clip in plain Bevelled edge global white color tiles of size 600x600 and 0.5 mm thick with 25 mm height, made of G I sheet having galvanizing of 100 gms/ sqm (both sides inclusive) and electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending. | Sqm | 20 | 2,221.7 | 44,434 |
| 60 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). | Sqm | 600 | 518.55 | 3,11,130 |
| 61 | 1:3 (1 cement : 3 fine sand) | Sqm | 150 | 300.45 | 45,067.5 |
| 62 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 1500 | 262.7 | 3,94,050 |
| 63 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm | 150 | 226.25 | 33,937.5 |
| 64 | Two coats | Sqm | 1500 | 142.8 | 2,14,200 |
| 65 | With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre | Sqm | 1500 | 73.95 | 1,10,925 |
| 66 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 15 | 2,434.25 | 36,513.75 |
| 67 | 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 | 50 | 263.95 | 13,197.5 |
| 68 | Moorum | cum | 600 | 768.25 | 4,60,950 |
| 69 | 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 |
| 70 | Providing and laying matt finished vitrified tile of size 100x100x16mm having water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in out door floors such as footpath, court yard multi models etc., laid on 20mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as direction of Engineer-in-Charge. | Sqm | 75 | 2,159.85 | 1,61,988.75 |
| 71 | Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern | Each | 5 | 9,612.4 | 48,062 |
| 72 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 5 | 2,648.85 | 13,244.25 |
| 73 | 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 | 5 | 1,607.95 | 8,039.75 |
| 74 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. | Each | 6 | 168.35 | 1,010.1 |
| 75 | 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 | 5 | 231.95 | 1,159.75 |
| 76 | 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 | 5 | 708.95 | 3,544.75 |
| 77 | Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. | Each | 10 | 14,999.15 | 1,49,991.5 |
| 78 | PN - 10 Pipe, 50 mm OD (SDR-11) | Metre | 50 | 450.95 | 22,547.5 |
| 79 | 20 mm nominal dia Pipes | Metre | 50 | 537.6 | 26,880 |
| 80 | 25 mm nominal dia Pipes | Metre | 50 | 627.25 | 31,362.5 |
| 81 | 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 | 10000 | 11 | 1,10,000 |
| 82 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 15 | 125.6 | 1,884 |
| 83 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 15 | 118.5 | 1,777.5 |
| 84 | 100 mm nominal dia | Each | 20 | 37.6 | 752 |
| 85 | 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 | 10 | 111.45 | 1,114.5 |
| 86 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 75 | 495.05 | 37,128.75 |
| 87 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 50 | 598.6 | 29,930 |
| 88 | Pre-laminated particle board with decorative lamination on both sides | Sqm | 15 | 1,115.4 | 16,731 |
| 89 | Frame size 45 x 70 mm | Metre | 10 | 705.85 | 7,058.5 |
| 90 | 30 mm thick | Sqm | 10 | 4,764.2 | 47,642 |
| Schedule total | ₹1,19,05,047.55 | ||||
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