Loading
Loading…
Loading…
Tender Value
₹1.4 Cr
EMD Value
₹2.8 L
Closing Date
3 Aug 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
WA SECTION
20 conditions · 5 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
The tenderer must submit a valid Electrical Contractor's License issued by a Government authority along with the offer, failing which the offer shall not be considered technically suitable. The license must be in the name of the agency/person supervising and executing the electrical work.
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)
Bakanian Bhaunri Station- Construction of Running room for running staff including with electrical work.
RTM-2026-27-66
RTM-2026-27-66
Open
Works - General
10 Months
Ratlam, Madhya Pradesh
₹0
₹2.8 L
3 Aug 2026
9 Jul 2026
20 Jul 2026
151 items across 4 schedules · ₹47,26,523.41 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 718 | 177.5 | 1,27,445 |
| 2 | Ordinary rock | cum | 100 | 498.9 | 49,890 |
| 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 | 800 | 196 | 1,56,800 |
| 4 | All kinds of soil | cum | 50 | 126.8 | 6,340 |
| 5 | Ordinary or hard rock | cum | 50 | 227.4 | 11,370 |
| 6 | 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 5 | 7,780.3 | 38,901.5 |
| 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 | 142 | 7,294.7 | 10,35,847.4 |
| 8 | Foundations, footings, bases for columns | Sqm | 40 | 392.15 | 15,686 |
| 9 | 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 | 20 | 146.15 | 2,923 |
| 10 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 100 | 392.15 | 39,215 |
| 11 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 200 | 842.5 | 1,68,500 |
| 12 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 350 | 927.25 | 3,24,537.5 |
| 13 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 400 | 736.4 | 2,94,560 |
| 14 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 350 | 961.3 | 3,36,455 |
| 15 | Under 20 cm wide | Metre | 100 | 208.55 | 20,855 |
| 16 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 30 | 951.1 | 28,533 |
| 17 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 8700 | 107.85 | 9,38,295 |
| 18 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 11000 | 107.85 | 11,86,350 |
| 19 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. | Metre | 100 | 78.4 | 7,840 |
| 20 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 180 | 9,504.75 | 17,10,855 |
| 21 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 120 | 9,860.4 | 11,83,248 |
| 22 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 150 | 733.5 | 1,10,025 |
| 23 | Cement Mortar 1:6 (1 cement : 6 coarse sand). | cum | 20 | 6,295.15 | 1,25,903 |
| 24 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 100 | 9,333.45 | 9,33,345 |
| 25 | Area of slab upto 0.50 sqm | Sqm | 10 | 5,413.5 | 54,135 |
| 26 | Area of slab over 0.50 sqm | Sqm | 10 | 5,136.3 | 51,363 |
| 27 | Granite work | Metre | 10 | 510.95 | 5,109.5 |
| 28 | Each | 5 | 978.7 | 4,893.5 | |
| 29 | 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 | 50 | 1,267.95 | 63,397.5 |
| 30 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 30 | 3,167.95 | 95,038.5 |
| 31 | 250x16 mm | Each | 42 | 260.6 | 10,945.2 |
| 32 | 100x10 mm | Each | 21 | 64.7 | 1,358.7 |
| 33 | 125 mm | Each | 21 | 66.25 | 1,391.25 |
| 34 | Twin rubber stopper | Each | 21 | 72.35 | 1,519.35 |
| 35 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5 mm 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 | 492.7 | 19,708 |
| 36 | 30 mm thick plain PVC door shutters | Sqm | 15 | 3,182.95 | 47,744.25 |
| 37 | With 12 mm mild steel U beading | Sqm | 20 | 1,228 | 24,560 |
| 38 | 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 | 100 | 117.35 | 11,735 |
| 39 | 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 | 150 | 133.7 | 20,055 |
| 40 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 1500 | 172.6 | 2,58,900 |
| 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 | 100 | 772.4 | 77,240 |
| 42 | 25 mm thick | Sqm | 50 | 1,948.25 | 97,412.5 |
| 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 | 20 | 2,354.7 | 47,094 |
| 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 | 50 | 1,096.55 | 54,827.5 |
| 45 | Size of Tile 600x600 mm | Sqm | 280 | 1,553.45 | 4,34,966 |
| 46 | 110 mm diameter | Metre | 50 | 377.4 | 18,870 |
| 47 | 110 mm | Each | 10 | 136.15 | 1,361.5 |
| 48 | 110x110x110 mm | Each | 10 | 234.15 | 2,341.5 |
| 49 | 110x110x110 mm | Each | 10 | 221.35 | 2,213.5 |
| 50 | 110 mm bend | Each | 10 | 150.35 | 1,503.5 |
| 51 | 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 | 1600 | 518.55 | 8,29,680 |
| 52 | 1:3 (1 cement : 3 fine sand) | Sqm | 250 | 300.45 | 75,112.5 |
| 53 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 1600 | 262.7 | 4,20,320 |
| 54 | 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 | 500 | 185.65 | 92,825 |
| 55 | New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | Sqm | 1500 | 171.1 | 2,56,650 |
| 56 | Two or more coats on new work | Sqm | 100 | 155.9 | 15,590 |
| 57 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 5 | 2,434.25 | 12,171.25 |
| 58 | Moorum | cum | 537 | 768.25 | 4,12,550.25 |
| 59 | Cement concrete prepared with batch mixing machine | cum | 100 | 10,529.35 | 10,52,935 |
| 60 | 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 |
| 61 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 3 | 6,767.4 | 20,302.2 |
| 62 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 3 | 6,515.55 | 19,546.65 |
| 63 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps | Each | 3 | 2,301.75 | 6,905.25 |
| 64 | 610x460 mm bowl depth 200 mm | Each | 2 | 3,873.8 | 7,747.6 |
| 65 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. | Each | 3 | 1,648.95 | 4,946.85 |
| 66 | 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 | 3 | 1,607.95 | 4,823.85 |
| 67 | 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 | 6 | 231.95 | 1,391.7 |
| 68 | 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 | 6 | 708.95 | 4,253.7 |
| 69 | 20 mm nominal dia Pipes | Metre | 50 | 335 | 16,750 |
| 70 | 25 mm nominal dia Pipes | Metre | 50 | 401.55 | 20,077.5 |
| 71 | 50 mm nominal dia Pipes | Metre | 25 | 934.15 | 23,353.75 |
| 72 | 15 mm nominal bore | Each | 15 | 353.25 | 5,298.75 |
| 73 | 15 mm nominal bore | Each | 15 | 353.25 | 5,298.75 |
| 74 | 15 mm nominal bore | Each | 15 | 97.75 | 1,466.25 |
| 75 | 100 mm diameter | Each | 3 | 193.95 | 581.85 |
| 76 | 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 | 5000 | 11 | 55,000 |
| 77 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 10 | 125.6 | 1,256 |
| 78 | 100 mm nominal dia | Each | 6 | 37.6 | 225.6 |
| 79 | 150 mm nominal size square 100 mm diameter of the inner hinged round grating | Each | 6 | 196.95 | 1,181.7 |
| 80 | Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms | Each | 5 | 156.9 | 784.5 |
| 81 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 150 | 530.9 | 79,635 |
| 82 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 150 | 634.45 | 95,167.5 |
| 83 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 12 | 1,176.8 | 14,121.6 |
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
HTML
nit.pdf
NIT
LETTEROFCREDITASMODEOFPAYMENT062018.pdf
ATTACHMENT
Safetyrules.pdf
ATTACHMENT
GCC2022CorrectionSlipNo8.pdf
ATTACHMENT
GCC2022CorrectionSlipNo10.pdf
ATTACHMENT
PBGPerformaforTenderdocument30Aug2025.pdf
ATTACHMENT
GCC2022CorrectionSlipNo7.pdf
ATTACHMENT
ProcedureforpaymentofContractorbillasperGSTImplementation_GST_290617.pdf
ATTACHMENT
PROCEDUREORDERFORENSURINGSAFETYATWORKSITE.pdf
ATTACHMENT
NOrelativecertificate.pdf
ATTACHMENT
certificateforrailwayemployeereengagement_1.pdf
ATTACHMENT
TERMINATIONCONTRACT.pdf
ATTACHMENT
ACS5GCC2022.pdf
ATTACHMENT
07.08.23ACS4.pdf
ATTACHMENT
07.08.23LAUNCHEMB.pdf
ATTACHMENT
BidCapacity-AnnexureVI.pdf
ATTACHMENT
Offloading Part-S-of Work
ATTACHMENT
BidsecurityAnnexure-VIA.pdf
ATTACHMENT
FormatforAnnualcontractualturnoverAnnexure-VIB.pdf
ATTACHMENT
GCCAPRIL2022.pdf
ATTACHMENT
MOUFORJVGCCAPRIL22WITHALLACS.pdf
ATTACHMENT
AnnexureVasperACS4dt07.08.2023.pdf
ATTACHMENT
Recommendedmakermanufacturerofcivilmaterials.pdf
ATTACHMENT
JPOforCompositeTenderofCivilandElectrical.pdf
ATTACHMENT
PCECircularNo88.pdf
ATTACHMENT
OffloadingPartSofworkRBLetterNo2022-CE-I-CT-GCC-2020-Polociydt27Apr2022.pdf
ATTACHMENT
AnnexureVA.pdf
ATTACHMENT
ACS6GCC2022.pdf
ATTACHMENT
ACS2dt13Dec22.pdf
ATTACHMENT
ACS1GCCAPR2022.pdf
ATTACHMENT
ACS3dt26APR23.pdf
ATTACHMENT
LetterNo.2017-CE-I-CT-9date31May2023.pdf
ATTACHMENT
GCC2022CorrectionSlipNo11.pdf
ATTACHMENT
GCC2022CorrectionSlipNo9.pdf
ATTACHMENT
TS807BakaniyaBhouriRunningRoom.pdf
ATTACHMENT
WRProcurementofLEDlightfittingsSpecification.pdf
ATTACHMENT
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .