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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Tender Value
₹12.3 Cr
EMD Value
₹7.6 L
Closing Date
30 Dec 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
SRDEN EST
17 conditions · 2 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. The tenderers shall submit requisite information as per Annexure-VIB(Placed at Page No.35 of tender form and document attached), along with copies of Audited Balance Sheets and Profit and Loss statement duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
For details refer attached documents
(a)The tenderer must have successfully completed or substantially completed (For more details refer attached documents), 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 each costing not less than the amount equal to 60% of advertised value of the tender. (b) (i)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 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 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. (For more details refer attached documents).
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.
For more details refer attached documents
Similar Nature of Wok:- Any civil Engineering work involving construction of bridge / foot over bridge (FOBs) / sheds / cover over platforms / workshops involving fabrication and launching / erection of steel girders / composite girders / steel structures." Note - Cost component of such works in completed work shall be at least 30% of the advertised cost of the tender.
16 conditions · 4 needing a document upload
The Bid Security shall be deposited either in cash through e- payment gateway or submitted as Bank Guarantee bond from a scheduled commercial bank of India or as mentioned in tender documents.
The Bank Guarantee bond shall be as per Annexure- VIA (Placed at Page No. 35-36 of tender form), and shall be valid for a period of 90days beyond the bid validity period. In case, submission of Bid Security in the form of Bank Guarantee, following shall be ensured: (i).A scanned copy of the Bank Guarantee shall be uploaded on e-Procurement Portal (IREPS) while applying to the tender. (ii).The original Bank Guarantee should be delivered in person to the official nominated as indicated in the tender document before closing date for submission of bids. .(i.e. excluding the last date of submission of bids) (iii).Non submission of scanned copy of Bank Guarantee with the bid on e-tendering portal (IREPS) and/or non submission of original Bank Guarantee within the specified period shall lead to summary rejection of bid. (iv).The Tender Security shall remain valid for a period of 90 days beyond the validity period for the Tender. (v).The details of the BG, physically submitted should match with the details available in the scanned copy and the data entered during bid submission time, failing which the bid will be rejected (vi).The Bank Guarantee shall be placed in an envelope, which shall be sealed. The envelope shall clearly bear the identification "Bid for the ***** Project" and shall clearly indicate the name and address of the Bidder. In addition, the Bid Due Date should be indicated on the right hand top corner of the envelope. (vii).The envelope shall be addressed to the officer and address as mentioned in the tender document. (viii).If the envelope is not sealed and marked as instructed above, the Railway assumes no responsibility for the misplacement or premature opening of the contents of the Bid submitted and consequent losses, if any, suffered by the Bidder.
All the bidders/tenderers should ensure that they are GST compliant and their quoted tax structure/rates are as per GST Law.
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.
Tenderer should mandatory submit documentary proof as per the attached checklist document.
Tenderers are abiding by the General Conditions of Contract (GCC) April 2022 & any statutory modification thereof and also abide to carry out the work accordingly.
Documentary proof - Tenderer should submit scanned copy documentary proof in regard for fulfilling the Technical /financial eligibility criteria along-with their offer (for details refer attached documents). If the tenderers do not submit any proof of meeting with the eligibility criteria as laid down in the tender conditions, the offer shall be considered as incomplete and shall be summarily rejected. Documents submitted in support of eligibility criteria after opening of tender will not be considered.
Document attached - Tender form, Annexure V A, Annexure VIB, Check list, GCCApril2022, GCC ACS 1 to 10, Safety rules, special condition above 1 crore, Special Condition Civil, Scope of work, Rly Board letter subsection
Provision of new COP on uncovered portion of platforms and replacement of damaged valley gutters and down take pipes in section KALV-KYN
CR-DRMWBB-2025-40-07~CR
CR-DRMWBB-2025-40-07
Open
Works - General
15 Months
Mumbai, Maharashtra
₹0
₹7.6 L
30 Dec 2025
5 Dec 2025
16 Dec 2025
48 items across 1 schedule · ₹16,26,20,634.18 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | Sqm | 20 | 129.85 | 2,597 |
| 2 | All kinds of soil | cum | 2011.8 | 177.5 | 3,57,094.5 |
| 3 | Depth exceeding 1.5 m but not exceeding 3 m | Sqm | 1350 | 54.95 | 74,182.5 |
| 4 | 1:1 1/2:3 (1 Cement: 1 1/2 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 780 | 8,340.85 | 65,05,863 |
| 5 | 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 | 34.2 | 7,878.5 | 2,69,444.7 |
| 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 | 42.75 | 9,895.2 | 4,23,019.8 |
| 7 | 1:1 1/2:3 (1 Cement: 1 1/2 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | cum | 33 | 17,889.25 | 5,90,345.25 |
| 8 | Extra for addition of synthetic Polyester triangular fibre of length 12mm, effective diameter 10-40 microns and specific gravity of 1.34 to 1.40 in cement concrete/RCC/Flooring/water retaining structures by using 125gms of synthetic Polyester triangular fibre for 50 Kg cement used as per directions of Engineer-in- Charge. | Per bag of cement of 50kg | 322.3 | 70.35 | 22,673.81 |
| 9 | 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 | 130 | 9,045.75 | 11,75,947.5 |
| 10 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 800 | 392.15 | 3,13,720 |
| 11 | 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 | 7.68 | 10,585.9 | 81,299.71 |
| 12 | 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 including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 20% : 3 graded stone aggregate 20 mm nominal size Recycled Concrete Aggregate (RCA) upto 20%). | cum | 10 | 10,416.75 | 1,04,167.5 |
| 13 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 21000 | 107.85 | 22,64,850 |
| 14 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 602.88 | 107.85 | 65,020.61 |
| 15 | Area of slab upto 0.50 sqm | Sqm | 30 | 3,414.8 | 1,02,444 |
| 16 | Area of slab over 0.50 sqm | Sqm | 72 | 3,078.4 | 2,21,644.8 |
| 17 | Area of slab upto 0.50 sqm | Sqm | 38.4 | 4,170.7 | 1,60,154.88 |
| 18 | Area of slab over 0.50 sqm | Sqm | 345.6 | 3,848.7 | 13,30,110.72 |
| 19 | Granite work | Metre | 384 | 510.95 | 1,96,204.8 |
| 20 | Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building, for all heights and all levels etc. including:(a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design.(b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metallic colour of approved shades made out of 4 mm thick aluminium composite panel material consisting of 3 mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5 mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF /Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc.(c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium items. The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminium Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. | Sqm | 115.2 | 5,015.05 | 5,77,733.76 |
| 21 | 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 205014.85 | — | 133.7 | 2,74,10,485.45 |
| 22 | Hot finished welded type tubes | Kg 52209.4 | — | 194.4 | 1,01,49,507.36 |
| 23 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 1550 | 97.2 | 1,50,660 |
| 24 | 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. | Sqm | 100 | 978.45 | 97,845 |
| 25 | Dark shade pigment using ordinary cement | Sqm | 500 | 1,119.5 | 5,59,750 |
| 26 | 25 mm thick | Sqm | 1676 | 1,948.25 | 32,65,267 |
| 27 | Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red | Sqm | 460 | 3,071.05 | 14,12,683 |
| 28 | 1.00 mm thick with zinc coating not less than 275 gm/m2 | Sqm | 67246 | 1,457.15 | 9,79,87,508.9 |
| 29 | Providing reinforced by organic fibres and/or inorganic synthetic fibres cement 6 mm thick corrugated sheets (as per IS: 14871)roofing up to any pitch and fixing with polymer coated J, or L hooks, bolts and nuts 8 mm dia. G.I. plain and bitumen washers or with self drilling fastener and EPDM washers etc. complete (excluding the cost of purlins, rafters and trusses), including cutting sheets to size and shape wherever required. | Sqm | 324 | 536.4 | 1,73,793.6 |
| 30 | Extra for providing and fixing wind ties of 40x 6 mm flat iron section. | Metre | 8955 | 195.6 | 17,51,598 |
| 31 | 2 mm thick corrugated (2.5" or 4.2" or 6") or step-down (2" or 3" or 6" ) as specified | Sqm | 324 | 1,401.35 | 4,54,037.4 |
| 32 | 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 | 500 | 518.55 | 2,59,275 |
| 33 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) finished rough with sponge. | Sqm | 100 | 537.45 | 53,745 |
| 34 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture | Sqm | 4320 | 170.7 | 7,37,424 |
| 35 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm | 200 | 226.25 | 45,250 |
| 36 | Two or more coats on new work | Sqm | 1000 | 146.8 | 1,46,800 |
| 37 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 160 | 2,434.25 | 3,89,480 |
| 38 | 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 | 115 | 3,551.25 | 4,08,393.75 |
| 39 | Extra for scrapping, cleaning and straightening reinforcement from R.C.C. or R.B. work. | Kg | 1875 | 9.05 | 16,968.75 |
| 40 | In cement mortar | cum | 10 | 2,060.2 | 20,602 |
| 41 | Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer- in-charge. | Kg | 20000 | 3.85 | 77,000 |
| 42 | For thickness of tiles 10 mm to 25 mm | Sqm | 500 | 73.4 | 36,700 |
| 43 | G.S. Sheet | Sqm | 1600 | 164.95 | 2,63,920 |
| 44 | Asbestos Cement sheet | Sqm | 18735 | 77.3 | 14,48,215.5 |
| 45 | 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 | 797.16 | 263.95 | 2,10,410.38 |
| 46 | 90 mm to 45 mm size stone aggregate | cum | 60 | 2,098.4 | 1,25,904 |
| 47 | 63 mm to 45 mm size stone aggregate | cum | 45 | 1,636.05 | 73,622.25 |
| 48 | 53 mm to 22.4 mm size stone aggregate | cum | 30 | 1,842.3 | 55,269 |
| Schedule total | ₹16,26,20,634.18 | ||||
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