Loading
Loading…
Loading…
Tender Value
₹1.3 Cr
EMD Value
₹2.2 L
Closing Date
24 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
20 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).
The tenderer should submit valid electrical contractor's license issued by any Government & should submit copy of the same along with the offer failing to which offer will not consider as technically suitable. (Electrical License on the Name of agency / person who will supervise and execute the Electrical 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)
Nimach- Mandsor section -Improvement to SSE/P.WAY/Nimach office, depot and store including electrical work
RTM-2025-26-140
RTM-2025-26-140
Open
Works - General
12 Months
Ratlam, Madhya Pradesh
₹0
₹2.2 L
24 Feb 2026
29 Jan 2026
100 items across 2 schedules · ₹1,87,96,597.81 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 1km | cum | 200 | 174.04 | 34,808 |
| 2 | All kinds of soil | cum | 800 | 177.5 | 1,42,000 |
| 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 | 295 | 196 | 57,820 |
| 4 | 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 | 140 | 7,294.7 | 10,21,258 |
| 5 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 250 | 392.15 | 98,037.5 |
| 6 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 480 | 927.25 | 4,45,080 |
| 7 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 500 | 736.4 | 3,68,200 |
| 8 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 270 | 961.3 | 2,59,551 |
| 9 | Stairs, (excluding landings) except spiral-staircases | Sqm | 50 | 764.95 | 38,247.5 |
| 10 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 18000 | 107.85 | 19,41,300 |
| 11 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 22000 | 107.85 | 23,72,700 |
| 12 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 250 | 9,504.75 | 23,76,187.5 |
| 13 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 150 | 9,860.4 | 14,79,060 |
| 14 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 50 | 733.5 | 36,675 |
| 15 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 83 | 7,370.65 | 6,11,763.95 |
| 16 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 115 | 9,344.35 | 10,74,600.25 |
| 17 | Area of slab upto 0.50 sqm | Sqm | 8 | 5,413.5 | 43,308 |
| 18 | Area of slab over 0.50 sqm | Sqm | 44.95 | 5,136.3 | 2,30,876.69 |
| 19 | 4 mm thick glass pane (weight not less than 10kg/sqm). | Sqm | 10 | 2,241.8 | 22,418 |
| 20 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 28 | 3,473.85 | 97,267.8 |
| 21 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 450 | 238.35 | 1,07,257.5 |
| 22 | 125 mm | Each | 18 | 39.95 | 719.1 |
| 23 | 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 | 7000 | 133.7 | 9,35,900 |
| 24 | Electric resistance or induction butt welded tubes | Kg | 200 | 194.4 | 38,880 |
| 25 | Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete. | Each | 5 | 226 | 1,130 |
| 26 | 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 | 200 | 772.4 | 1,54,480 |
| 27 | Galvanised M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides | Sqm | 6 | 844.7 | 5,068.2 |
| 28 | 25 mm thick | Sqm | 300 | 1,948.25 | 5,84,475 |
| 29 | 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 |
| 30 | Size of Tile 600x600 mm | Sqm | 140 | 1,553.45 | 2,17,483 |
| 31 | Size of Tile 600x600 mm | Sqm | 65 | 1,893.9 | 1,23,103.5 |
| 32 | 110 mm diameter | Metre | 100 | 377.4 | 37,740 |
| 33 | 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 | 150 | 738.65 | 1,10,797.5 |
| 34 | 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 | 40 | 2,068.75 | 82,750 |
| 35 | 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 |
| 36 | Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm | Sqm | 2000 | 193.7 | 3,87,400 |
| 37 | Two or more coats on new work | Sqm | 20 | 155.9 | 3,118 |
| 38 | 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 | 700 | 156.05 | 1,09,235 |
| 39 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 50 | 2,434.25 | 1,21,712.5 |
| 40 | 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 | 80 | 3,551.25 | 2,84,100 |
| 41 | In cement mortar | cum | 125 | 2,060.2 | 2,57,525 |
| 42 | Of area beyond 3 sq. metres | Each | 10 | 502.75 | 5,027.5 |
| 43 | Channels, angles, tees and flats | Kg | 2000 | 2.3 | 4,600 |
| 44 | G.S. Sheet | Sqm | 200 | 164.95 | 32,990 |
| 45 | 63 mm to 45 mm size stone aggregate | cum | 95 | 1,636.05 | 1,55,424.75 |
| 46 | Moorum | cum | 500 | 768.25 | 3,84,125 |
| 47 | Scarifying metalled (water-bound) road surface including disposal of rubbish, lead upto 50 m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity. | Sqm | 475 | 33.3 | 15,817.5 |
| 48 | Providing and fixing white vitreous china pedestal type (European type/ wash down type) water closet pan. | Each | 3 | 2,784.95 | 8,354.85 |
| 49 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to European type W.C. of quality and make as approved by Engineer - in - charge. | Each | 5 | 349.15 | 1,745.75 |
| 50 | 10 litre capacity - White | Each | 4 | 1,190.65 | 4,762.6 |
| 51 | 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 |
| 52 | Providing and fixing PTMT 15 mm Urinal spreader size 95x69x100 mm with1/2" BSP thread and shapes, weighing not less than 60 gms. | Each | 3 | 107.2 | 321.6 |
| 53 | 15 mm nominal dia Pipes | Metre | 18 | 286.8 | 5,162.4 |
| 54 | 25 mm nominal dia Pipes | Metre | 80 | 355.4 | 28,432 |
| 55 | 15 mm nominal bore | Each | 12 | 353.25 | 4,239 |
| 56 | 15 mm nominal bore | Each | 11 | 97.75 | 1,075.25 |
| 57 | 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 | 2000 | 11 | 22,000 |
| 58 | 15mm nominal bore | Each | 23 | 574.3 | 13,208.9 |
| 59 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 80 | 495.05 | 39,604 |
| 60 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 60 | 598.6 | 35,916 |
| Schedule total | ₹1,79,58,561.44 | ||||
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
Safetyrules.pdf
ProcedureforpaymentofContractorbillasperGSTImplementation_GST_290617.pdf
PROCEDUREORDERFORENSURINGSAFETYATWORKSITE.pdf
NOrelativecertificate.pdf
certificateforrailwayemployeereengagement_1.pdf
TERMINATIONCONTRACT.pdf
ACS5GCC2022.pdf
07.08.23ACS4.pdf
07.08.23LAUNCHEMB.pdf
BidCapacity-AnnexureVI.pdf
OffloadingPartSofworkRBLetterNo2022-CE-I-CT-GCC-2020-Polociydt27Apr2022.pdf
BidsecurityAnnexure-VIA.pdf
FormatforAnnualcontractualturnoverAnnexure-VIB.pdf
GCCAPRIL2022.pdf
MOUFORJVGCCAPRIL22WITHALLACS.pdf
AnnexureVasperACS4dt07.08.2023.pdf
AnnexureVA.pdf
ACS6GCC2022.pdf
ACS2dt13Dec22.pdf
ACS1GCCAPR2022.pdf
ACS3dt26APR23.pdf
LetterNo.2017-CE-I-CT-9date31May2023.pdf
GCC2022CorrectionSlipNo9.pdf
GCC2022CorrectionSlipNo7.pdf
PBGPerformaforTenderdocument30Aug2025.pdf
GCC2022CorrectionSlipNo10.pdf
GCC2022CorrectionSlipNo8.pdf
WRProcurementofLEDlightfittingsSpecification.pdf
TS758.pdf
Recommendedmakermanufacturerofcivilmaterials3.pdf
3PCECircular88forQualityofWorks1.pdf
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 .