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Tender Value
₹1.7 Cr
EMD Value
₹3.4 L
Closing Date
27 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
21 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).
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)
Execution of Work in RTM Division - (Composite Work -Civil + Electrical ) 1. Ratlam Division - Civil Work in C/with Upgradation and Replacement of Telecom Passenger Amenities at 09 Stations (Simhastha 2028) 2. Ujjain - Civil Work in C/with -Upgradation and Replacement of Telecom Passenger Amenities and Various Facilities in Connection of Simhastha 2028
RTM-2025-26-164R
RTM-2025-26-164R
Open
Works - General
10 Months
Ratlam, Madhya Pradesh
₹0
₹3.4 L
27 Apr 2026
2 Apr 2026
13 Apr 2026
120 items across 2 schedules · ₹2,23,68,534.46 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 1km | cum | 96 | 180.4 | 17,318.4 |
| 2 | 2km | cum | 750 | 203.98 | 1,52,985 |
| 3 | All kinds of soil | cum | 924 | 205.45 | 1,89,835.8 |
| 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 | 440.7 | 253.95 | 1,11,915.77 |
| 5 | All kinds of soil | cum | 256.5 | 104.5 | 26,804.25 |
| 6 | 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 | 18 | 7,365.15 | 1,32,572.7 |
| 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 | 74 | 6,833.4 | 5,05,671.6 |
| 8 | Foundations, footings, bases for columns | Sqm | 131.5 | 307.95 | 40,495.43 |
| 9 | Making plinth protection 50mm thick of cement concrete 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) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | Sqm | 78 | 681.65 | 53,168.7 |
| 10 | 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 | 48 | 8,364.2 | 4,01,481.6 |
| 11 | 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 | 35 | 10,185.05 | 3,56,476.75 |
| 12 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 1051.34 | 307.95 | 3,23,760.15 |
| 13 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 471 | 766.55 | 3,61,045.05 |
| 14 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 434.1 | 608.35 | 2,64,084.74 |
| 15 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 354.72 | 804.25 | 2,85,283.56 |
| 16 | Under 20 cm wide | Metre | 572.6 | 181.9 | 1,04,155.94 |
| 17 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 36 | 814.95 | 29,338.2 |
| 18 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm | 45 | 319.25 | 14,366.25 |
| 19 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 49242 | 89.65 | 44,14,545.3 |
| 20 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 37056 | 89.65 | 33,22,070.4 |
| 21 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 221 | 8,683.8 | 19,19,119.8 |
| 22 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 108.38 | 10,477.75 | 11,35,578.55 |
| 23 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 56 | 688.45 | 38,553.2 |
| 24 | Cement Mortar 1:6 (1 cement : 6 coarse sand). | cum | 17.5 | 5,549.95 | 97,124.13 |
| 25 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 173 | 8,288.35 | 14,33,884.55 |
| 26 | Area of slab upto 0.50 sqm | Sqm | 9.3 | 4,679.35 | 43,517.96 |
| 27 | Area of slab over 0.50 sqm | Sqm | 33 | 4,425.35 | 1,46,036.55 |
| 28 | 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 | 125.4 | 1,063.45 | 1,33,356.63 |
| 29 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 43.4 | 2,818.5 | 1,22,322.9 |
| 30 | 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. Piano hinges IS : 3818 marked with necessary screws | Sqm | 6 | 2,512.35 | 15,074.1 |
| 31 | With 12 mm mild steel U beading | Sqm | 30 | 812.4 | 24,372 |
| 32 | 300x16 mm | Each | 22 | 180.55 | 3,972.1 |
| 33 | 200x10 mm | Each | 29 | 61.05 | 1,770.45 |
| 34 | 150x10 mm | Each | 22 | 232.3 | 5,110.6 |
| 35 | 125 mm | Each | 44 | 205.1 | 9,024.4 |
| 36 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 22 | 109.6 | 2,411.2 |
| 37 | 300x16 mm | Each | 19 | 260.3 | 4,945.7 |
| 38 | 250x16 mm | Each | 2 | 234.9 | 469.8 |
| 39 | 30 mm thick plain PVC door shutters | Sqm | 4 | 2,455.1 | 9,820.4 |
| 40 | In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete | Kg | 480 | 102.25 | 49,080 |
| 41 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 900 | 142.3 | 1,28,070 |
| 42 | 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 | 250 | 612.25 | 1,53,062.5 |
| 43 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 13.5 | 7,958.65 | 1,07,441.78 |
| 44 | 25 mm thick | Sqm | 224 | 1,706.6 | 3,82,278.4 |
| 45 | 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 | 24.3 | 2,038.55 | 49,536.77 |
| 46 | Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours 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 grouting the joints with white cement and matching pigments etc., complete. | Sqm | 20 | 1,142.8 | 22,856 |
| 47 | Size of Tile 600x600 mm | Sqm | 40 | 1,416.65 | 56,666 |
| 48 | 110 mm diameter | Metre | 78 | 319.75 | 24,940.5 |
| 49 | 110x110x110 mm | Each | 4 | 205.45 | 821.8 |
| 50 | 110 mm bend | Each | 4 | 132 | 528 |
| 51 | GI Metal Ceiling Clip in plain Beveled 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 | 80 | 1,871.8 | 1,49,744 |
| 52 | 1:4 (1 cement: 4 fine sand) | Sqm | 1865.3 | 294.85 | 5,49,983.71 |
| 53 | 1:6 (1 cement: 6 fine sand) | Sqm | 240 | 324.3 | 77,832 |
| 54 | 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 | 2062 | 442.75 | 9,12,950.5 |
| 55 | 1:3 (1 cement : 3 fine sand) | Sqm | 202.5 | 253.05 | 51,242.63 |
| 56 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 1977.8 | 214.3 | 4,23,842.54 |
| 57 | New work (two or more coats) over and including water thinnable priming coat with cement primer | Sqm | 1977.8 | 162.55 | 3,21,491.39 |
| 58 | 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 | 1782 | 162.35 | 2,89,307.7 |
| 59 | Two or more coats on new work | Sqm | 530 | 137.85 | 73,060.5 |
| 60 | Two or more coats on new work | Sqm | 19 | 131.45 | 2,497.55 |
| 61 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm | 80 | 191.4 | 15,312 |
| 62 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 2 | 2,007.1 | 4,014.2 |
| 63 | Moorum | cum | 555 | 888.3 | 4,93,006.5 |
| 64 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 1 | 5,540.55 | 5,540.55 |
| 65 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 3 | 5,268.85 | 15,806.55 |
| 66 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap | Each | 2 | 1,913.75 | 3,827.5 |
| 67 | 15 mm nominal dia Pipes | Metre | 50 | 255.9 | 12,795 |
| 68 | 25 mm nominal dia Pipes | Metre | 30 | 408.55 | 12,256.5 |
| 69 | 50 mm nominal dia Pipes | Metre | 300 | 811.85 | 2,43,555 |
| 70 | 25 to 40 mm nominal bore | Each | 2 | 757.1 | 1,514.2 |
| 71 | 50 to 80 mm nominal bore | Each | 2 | 1,513.7 | 3,027.4 |
| 72 | 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 |
| 73 | 15 mm nominal bore, 90 mm long, weighing not less than 93 gms | Each | 6 | 170.05 | 1,020.3 |
| 74 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 6 | 103.15 | 618.9 |
| 75 | Concealed stop cock, 15 mm nominal bore, 108 mm long, weighing not less than 108 gms | Each | 4 | 183.4 | 733.6 |
| 76 | 150 mm nominal size square 100 mm diameter of the inner hinged round grating | Each | 2 | 169.7 | 339.4 |
| 77 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 200 | 466.3 | 93,260 |
| 78 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 190 | 564.8 | 1,07,312 |
| 79 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 11 | 1,019.8 | 11,217.8 |
| 80 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 30 | 1,325.55 | 39,766.5 |
| Schedule total | ₹2,11,65,398.78 | ||||
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Recommendedmakermanufacturerofcivilmaterials.pdf
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Offloading Part-S-of Work
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GCC2022CorrectionSlipNo10.pdf
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PBGPerformaforTenderdocument30Aug2025.pdf
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GCC2022CorrectionSlipNo7.pdf
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LETTEROFCREDITASMODEOFPAYMENT062018.pdf
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PROCEDUREORDERFORENSURINGSAFETYATWORKSITE.pdf
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NOrelativecertificate.pdf
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TERMINATIONCONTRACT.pdf
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ACS5GCC2022.pdf
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07.08.23ACS4.pdf
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07.08.23LAUNCHEMB.pdf
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BidCapacity-AnnexureVI.pdf
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GCC2022CorrectionSlipNo8.pdf
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BidsecurityAnnexure-VIA.pdf
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GCCAPRIL2022.pdf
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ACS6GCC2022.pdf
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ACS2dt13Dec22.pdf
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ACS1GCCAPR2022.pdf
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ACS3dt26APR23.pdf
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LetterNo.2017-CE-I-CT-9date31May2023.pdf
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GCC2022CorrectionSlipNo9.pdf
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WRProcurementofLEDlightfittingsSpecification.pdf
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TS750ElectricalTechnicalDocument.pdf
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JPOforCompositeTenderofCivilandElectricalworksforBuildingWorks-R2.pdf
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specialconditionofcement2025.pdf
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OffloadingPartSofworkRBLetterNo2022-CE-I-CT-GCC-2020-Polociydt27Apr2022.pdf
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