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Tender Value
₹3.3 Cr
EMD Value
₹3.1 L
Closing Date
29 Jan 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
DEN W
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: Construction of Any Building Work.
78 conditions · 8 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:- Replacement of Type -II Quarters ( 16 Nos).
DRM-RJT-2025-26-E-03R2~WR
DRM-RJT-2025-26-E-03R2
Open
Works - General
24 Months
Rajkot, Gujarat
₹0
₹3.1 L
29 Jan 2026
6 Jan 2026
15 Jan 2026
112 items across 24 schedules · ₹4,24,28,412.1 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 960 | 205.45 | 1,97,232 |
| 2 | 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 | 432 | 253.95 | 1,09,706.4 |
| 3 | All kinds of soil | cum | 400 | 104.5 | 41,800 |
| 4 | 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 | 96 | 7,365.15 | 7,07,054.4 |
| 5 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 48 | 6,326.05 | 3,03,650.4 |
| 6 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | Sqm | 320 | 669.55 | 2,14,256 |
| 7 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 12.5mm nominal size derived from natural sources) | Sqm | 560 | 370.85 | 2,07,676 |
| 8 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 240 | 307.95 | 73,908 |
| 9 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 1600 | 766.55 | 12,26,480 |
| 10 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 800 | 608.35 | 4,86,680 |
| 11 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 720 | 804.25 | 5,79,060 |
| 12 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in shelves, including setting in cement mortar 1:3 (1cement : 3 coarse sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but , excluding the 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 | 32 | 18,644.6 | 5,96,627.2 |
| 13 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in vertical & horizontal fins, individually or forming box louvers, setting in cement mortar 1:2 (1 cement : 2 coarse sand), including the cost of required centering, shuttering but , excluding the 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 | 8.4 | 10,817.1 | 90,863.64 |
| 14 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 20000 | 89.65 | 17,93,000 |
| 15 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 52000 | 89.65 | 46,61,800 |
| 16 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 200 | 8,825.35 | 17,65,070 |
| 17 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 520 | 10,477.75 | 54,48,430 |
| 18 | Door frame 125 mmx 60 mm | Metre | 96 | 729.25 | 70,008 |
| 19 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 648 | 8,190.9 | 53,07,703.2 |
| 20 | Area of slab upto 0.50 sqm | Sqm | 160 | 4,679.35 | 7,48,696 |
| 21 | Area of slab over 0.50 sqm | Sqm | 160 | 4,425.35 | 7,08,056 |
| 22 | Second class teak wood | cum | 4.8 | 1,31,576.95 | 6,31,569.36 |
| 23 | Second class teak wood | Sqm | 96 | 2,998.3 | 2,87,836.8 |
| 24 | 4 mm thick glass pane (weight not less than 10kg/sqm). | Sqm | 64 | 1,897.1 | 1,21,414.4 |
| 25 | 35 mm thick | Sqm | 96 | 4,458.4 | 4,28,006.4 |
| 26 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 128 | 3,086.1 | 3,95,020.8 |
| 27 | Second class teak wood | Sqm | 96 | 4,342.3 | 4,16,860.8 |
| 28 | Fixed to steel windows by welding | Kg | 4480 | 181 | 8,10,880 |
| 29 | 150x10 mm | Each | 480 | 75.55 | 36,264 |
| 30 | 100x10 mm | Each | 256 | 58.65 | 15,014.4 |
| 31 | 125 mm | Each | 480 | 60.05 | 28,824 |
| 32 | 100 mm | Each | 256 | 53.25 | 13,632 |
| 33 | Extruded section profile size 48x40 mm | Metre | 160 | 232.55 | 37,208 |
| 34 | 24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (+/- 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (+/- 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x24 mm and 2 mm (+/- 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (+/- 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in- charge. (For W.C. and bathroom door shutter). | Sqm | 54 | 1,790.65 | 96,695.1 |
| 35 | Using M.S. angels 40x40x6 mm for diagonal braces | Sqm | 48 | 4,781.15 | 2,29,495.2 |
| 36 | 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 | 1736 | 612.25 | 10,62,866 |
| 37 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 480 | 545 | 2,61,600 |
| 38 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 48 | 7,958.65 | 3,82,015.2 |
| 39 | Extra for making chequers of approved pattern on cement concrete floors, steps, landing, pavements etc. | Sqm | 320 | 69.3 | 22,176 |
| 40 | 25 mm thick | Sqm | 128 | 1,706.6 | 2,18,444.8 |
| 41 | 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 | 128 | 2,038.55 | 2,60,934.4 |
| 42 | Providing and fixing 1st quality ceramic glazed floor 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 | 800 | 938.5 | 7,50,800 |
| 43 | Size of Tile 600x600 mm | Sqm | 800 | 1,537.4 | 12,29,920 |
| 44 | 1:6 (1 cement: 6 fine sand) | Sqm | 6600 | 282 | 18,61,200 |
| 45 | 1:6 (1 cement: 6 fine sand) | Sqm | 400 | 382.1 | 1,52,840 |
| 46 | New work (three or more coats) | Sqm | 3840 | 32.45 | 1,24,608 |
| 47 | New work (two or more coats) over and including water thinnable priming coat with cement primer | Sqm | 2800 | 162.55 | 4,55,140 |
| 48 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture | Sqm | 640 | 144.9 | 92,736 |
| 49 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm | 192 | 191.4 | 36,748.8 |
| 50 | 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 | 4000 | 219.35 | 8,77,400 |
| 51 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 32 | 5,540.55 | 1,77,297.6 |
| 52 | White glazed fire clay kitchen sink of size 600x450x 250 mm | Each | 16 | 3,302.95 | 52,847.2 |
| 53 | 250x130x30 mm | Pair | 32 | 219.6 | 7,027.2 |
| 54 | Sand cast iron S&S as per IS: 3989 | Each | 32 | 1,604.1 | 51,331.2 |
| 55 | 15 mm dia nominal bore | Metre | 240 | 304.15 | 72,996 |
| 56 | 25 mm dia nominal bore | Metre | 160 | 491.2 | 78,592 |
| 57 | 15 mm dia nominal bore | Metre | 80 | 267.5 | 21,400 |
| 58 | 25 mm dia nominal bore | Metre | 80 | 417.95 | 33,436 |
| 59 | 15 mm nominal bore | Each | 64 | 303.85 | 19,446.4 |
| 60 | 15 mm nominal bore | Each | 32 | 303.85 | 9,723.2 |
| 61 | 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 | 8000 | 9.7 | 77,600 |
| 62 | 15 mm nominal bore, 107 mm long, weighing not less than 110 gms | Each | 16 | 180.8 | 2,892.8 |
| 63 | 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 | 32 | 96.75 | 3,096 |
| 64 | 100 mm diameter | Metre | 232 | 375.75 | 87,174 |
| 65 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 1200 | 466.3 | 5,59,560 |
| 66 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 1200 | 564.8 | 6,77,760 |
| 67 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 80 | 6,057.95 | 4,84,636 |
| 68 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 160 | 8,086.6 | 12,93,856 |
| Schedule total | ₹4,03,86,579.3 | ||||
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nit.pdf
NIT
ProformaofAnnexure-VIB.pdf
ATTACHMENT
Annexure-VI.pdf
ATTACHMENT
Annexure-VA.pdf
ATTACHMENT
Annexure-VVARevisedFormatForCertificate.pdf
ATTACHMENT
PBGFORMAT.pdf
ATTACHMENT
ACS01to10ofIRGCCApril2022.pdf
ATTACHMENT
TenderSpecOkhaReplacementofType-IIQuartersat.pdf
ATTACHMENT
ProformaofMOUforJV_1.pdf
ATTACHMENT
BankDetails.pdf
ATTACHMENT
NoRelativeCertificate.pdf
ATTACHMENT
CertificateforRailwayEmployeeRe-engagement.pdf
ATTACHMENT
LetterofCreditasModeofPayment.pdf
ATTACHMENT
ProcedureforpaymentofcontractorbillImplementationofGST.pdf
ATTACHMENT
ProcedureForEnsuringSafetyAtWorkSite.pdf
ATTACHMENT
SafetyRules.pdf
ATTACHMENT
GCC_April-2022_2022_CE-I_CT_GCC-2022_POLICY_27.04.22.pdf
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