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Tender Value
Refer Docs
EMD Value
₹1.7 L
Closing Date
23 Jun 2026, 3:00 pmClosed
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital Works)
19 conditions · 3 needing a document upload
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. As per IRGCC April-2022, Para 10.2 & 17.15.2 of Tender Form (Second Sheet) of Annexure I, each bidder or each member of a JV must fill Annexure-VIB separately and submit requisite information along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet. Proforma of Annexure-VIB attached in documents.
As per IRGCC April-2022 Para 10.3 & 17.15.3 of Tender Form (Second Sheet) of Annexure I, 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. The tender/ technical bid will be evaluated based on bid capacity formula detailed as Annexure-VI. Proforma of Annexure-VI attached in documents.
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 of the previous three financial years. 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. Non submission of above, the offer will be summarily rejected. Proforma of Annexure-VIB attached in documents.
The tenderer must have successfully completed or substantially completed any of the following 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 fulfilment of technical eligibility criteria for different components.
In such cases, what constitutes a component in a composite work shall be clearly predefined with estimated tender cost of it, as part of the tender documents without any ambiguity.
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.
Definition of Similar Work: Any Civil Engineering Work
73 conditions · 6 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.
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.
IRGCC April 2022 with upto date correction slip.
CPWD DSR (Delhi Schedule of Rates) and CPWD Specifications (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).
Rajkot Division :Okha-1. Improvement to ORH 2.Renovation to TTE Running Room 3.Provision of pathway, Borewell and other ancilliary work for CNC under wheel lathe at coaching depot OKHA.
DRM-RJT-2026-27-E-08
DRM-RJT-2026-27-E-08
Open
Works - General
9 Months
Rajkot, Gujarat
₹0
₹1.7 L
23 Jun 2026
2 Jun 2026
9 Jun 2026
88 items across 2 schedules · ₹1,12,37,824.7 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum 1069.5 | — | 177.5 | 1,89,836.25 |
| 2 | Hard rock (blasting prohibited) | cum 157.5 | — | 1,432.95 | 2,25,689.63 |
| 3 | All kinds of soil. | cum 49.8 | — | 260.3 | 12,962.94 |
| 4 | All kinds of soil | Sqm 120 | — | 34.15 | 4,098 |
| 5 | 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 39.04 | — | 7,294.7 | 2,84,785.09 |
| 6 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | cum 470.27 | — | 7,178.75 | 33,75,950.76 |
| 7 | Foundations, footings, bases for columns | Sqm 200 | — | 392.15 | 78,430 |
| 8 | 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 1.76 | — | 10,585.9 | 18,631.18 |
| 9 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg 5000 | — | 107.85 | 5,39,250 |
| 10 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum 9.1 | — | 7,132.25 | 64,903.48 |
| 11 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum 33.18 | — | 9,095.05 | 3,01,773.76 |
| 12 | Area of slab over 0.50 sqm | Sqm 3.18 | — | 5,136.3 | 16,333.43 |
| 13 | Granite of any colour and shade | Sqm 14.45 | — | 3,617.55 | 52,273.6 |
| 14 | 25 mm thick | Sqm 10.24 | — | 2,651.35 | 27,149.82 |
| 15 | 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 82.69 | — | 1,267.95 | 1,04,846.79 |
| 16 | On one side only | Sqm 40.7 | — | 478 | 19,454.6 |
| 17 | 250x16 mm | Each 4 | — | 260.6 | 1,042.4 |
| 18 | 250x10 mm | Each 4 | — | 115.15 | 460.6 |
| 19 | 125 mm | Each 8 | — | 66.25 | 530 |
| 20 | Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2 mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame. | Metre 9.16 | — | 570.95 | 5,229.9 |
| 21 | 30 mm thick Fiberglass Reinforced Plastic (F.R.P.) flush door shutter in different plain and wood finish made with fire retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate all around, with suitable wooden blocks inside at required places for fixing of fittings and polyurethane foam (PUF)/Polystyrene foam to be used as filler material throughout the hollow panel, casted monolithically with testing parameters of F.R.P. laminate conforming to table - 3 of IS: 14856, complete as per direction of Engineer-in-charge. | Sqm 2.79 | — | 4,488.95 | 12,524.17 |
| 22 | 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 12.21 | — | 1,096.55 | 13,388.88 |
| 23 | Size of Tile 600x600 mm | Sqm 101.52 | — | 1,553.45 | 1,57,706.24 |
| 24 | Size of Tile 600 x 600 mm | Sqm 5 | — | 1,464.85 | 7,324.25 |
| 25 | Crazy ceramic tile flooring, with under layer 12 mm thick cement mortar 1:4 (1 cement: 4 coarse sand), with joints not exceeding 5 mm, including filling the gaps with ordinary cement mixture & mixing with synthetic polyester fibre, triangular in shape having specific gravity of 1.34 to 1.40, cross section size ranging from 10 to 40 micron & length upto 6 mm , mixing fibre @ 125 grams per 50 kg of cement in cement mortar, including providing and mixing water proofing material in mortar @ 1 kg per 50 kg of cement, all complete as per direction of Engineer-in-charge. | Sqm 284.5 | — | 954.15 | 2,71,455.68 |
| 26 | 1:6 (1 cement: 6 fine sand) | Sqm 230.88 | — | 333.35 | 76,963.85 |
| 27 | 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 254 | — | 518.55 | 1,31,711.7 |
| 28 | Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. | Per bag 45.08 of 50 kg cement used in the mix | — | 22.1 | 996.27 |
| 29 | 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 175 | — | 185.65 | 32,488.75 |
| 30 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm 164 | — | 226.25 | 37,105 |
| 31 | 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 399.13 | — | 156.05 | 62,284.24 |
| 32 | Old work (one or more coats) | Sqm 119.85 | — | 62.7 | 7,514.6 |
| 33 | Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. | Sqm 464.85 | — | 25.15 | 11,690.98 |
| 34 | One or more coats on old work | Sqm 472 | — | 102.8 | 48,521.6 |
| 35 | Old work (one or more coats applied @ 2.20 kg/10 sqm) over priming coat of primer applied @ 0.80 litrs/10 sqm complete including cost of Priming coat. | Sqm 189 | — | 112.9 | 21,338.1 |
| 36 | Old work (one or more coats @ 2.20 kg/10 sqm) complete. | Sqm 312 | — | 75.8 | 23,649.6 |
| 37 | 3 mm thick | Sqm 43.2 | — | 537.45 | 23,217.84 |
| 38 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum 234.17 | — | 2,434.25 | 5,70,028.32 |
| 39 | In cement mortar | cum 30 | — | 2,060.2 | 61,806 |
| 40 | In cement mortar | cum 49.02 | — | 2,458.95 | 1,20,537.73 |
| 41 | For thickness of tiles 10 mm to 25 mm | Sqm 332.36 | — | 73.4 | 24,395.22 |
| 42 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | Sqm 473.43 | — | 54.65 | 25,872.95 |
| 43 | 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 1432.29 | — | 263.95 | 3,78,052.95 |
| 44 | 90 mm to 45 mm size stone aggregate | cum 80 | — | 2,098.4 | 1,67,872 |
| 45 | 63 mm to 45 mm size stone aggregate | cum 80 | — | 1,636.05 | 1,30,884 |
| 46 | Moorum | cum 50 | — | 768.25 | 38,412.5 |
| 47 | 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 210 | — | 1,046.95 | 2,19,859.5 |
| 48 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Metre 65 | — | 53.45 | 3,474.25 |
| 49 | Cement concrete prepared with batch mixing machine | cum 100 | — | 10,529.35 | 10,52,935 |
| 50 | Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in-Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.) | per cm 5000 depth per cm width per metre length | — | 5.3 | 26,500 |
| 51 | Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge. | per cm 5000 depth per cm width per metre length | — | 8.65 | 43,250 |
| 52 | 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 96 | — | 972 | 93,312 |
| 53 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each 1 | — | 1,879.2 | 1,879.2 |
| 54 | 610x460 mm bowl depth 200 mm | Each 1 | — | 3,873.8 | 3,873.8 |
| 55 | 10 litre capacity - White | Each 1 | — | 1,190.65 | 1,190.65 |
| 56 | 40 mm dia | Each 6 | — | 119.55 | 717.3 |
| 57 | Rectangular shape 453x357 mm | Each 3 | — | 1,361.8 | 4,085.4 |
| 58 | 100 mm nominal dia Pipes | Metre 200 | — | 3,271.7 | 6,54,340 |
| 59 | 150 mm nominal dia Pipes | Metre 100 | — | 6,822.7 | 6,82,270 |
| 60 | 25 mm nominal bore | Each 3 | — | 464.05 | 1,392.15 |
| 61 | 100 mm diameter | Each 4 | — | 193.95 | 775.8 |
| 62 | 15 mm nominal bore | Each 6 | — | 798.95 | 4,793.7 |
| 63 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each 3 | — | 125.6 | 376.8 |
| 64 | 100 mm nominal dia | Each 3 | — | 37.6 | 112.8 |
| 65 | 125 mm nominal dia with 25 mm waste hole | Each 3 | — | 51.85 | 155.55 |
| 66 | 300 mm dia | Metre 20 | — | 825.7 | 16,514 |
| 67 | 300 mm dia | Metre 20 | — | 1,870.6 | 37,412 |
| 68 | 200 mm nominal size dia | Metre 40 | — | 1,113.35 | 44,534 |
| 69 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | cum 1 | — | 1,509.8 | 1,509.8 |
| 70 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | cum 1 | — | 1,538.25 | 1,538.25 |
| 71 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer - in-charge. | cum 1 | — | 1,538.25 | 1,538.25 |
| 72 | 200 mm nominal size dia having minimum wall thickness 5.40 mm | Metre 20 | — | 2,442.75 | 48,855 |
| 73 | 200 mm nominal size dia | Metre 20 | — | 2,571.05 | 51,421 |
| 74 | Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by V notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, including disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. | Hour 5 | — | 1,085.05 | 5,425.25 |
| 75 | 200 mm dia | Each 5 | — | 321.15 | 1,605.75 |
| 76 | 200 mm clamp | Each 5 | — | 2,293.65 | 11,468.25 |
| 77 | 200 mm dia | Each 5 | — | 357.6 | 1,788 |
| Schedule total | ₹1,08,00,279.1 | ||||
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ACS01to10ofIRGCCApril2022.pdf
ATTACHMENT
ProformaofAnnexure-VIB.pdf
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2026_03_13IndianRailwaysStandardGeneralConditionsofContractApril2022AdvanceCorrectionSlipNo_111.pdf
ATTACHMENT
Annexure-VI.pdf
ATTACHMENT
Annexure-VA.pdf
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ProformaofMOUforJV_1.pdf
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BankDetails.pdf
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NoRelativeCertificate.pdf
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CertificateforRailwayEmployeeRe-engagement.pdf
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LetterofCreditasModeofPayment.pdf
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ProcedureforpaymentofcontractorbillImplementationofGST.pdf
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ProcedureForEnsuringSafetyAtWorkSite.pdf
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SafetyRules.pdf
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GCC_April-2022_2022_CE-I_CT_GCC-2022_POLICY_27.04.22.pdf
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