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Tender Value
₹3.5 Cr
EMD Value
₹7.0 L
Closing Date
15 May 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
DEN CSTM
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.
Any work involving construction of steel structures involving (a) Fabrication and (b) Launching of steel girders erection of steel structural member.
For more details refer attached documents
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
Maintenance period is 12 month.
Provision of new COP on uncovered portion of platforms and replacement of damaged valley gutters and down take pipes in section DKRD-MNKD. (IRPSM ID:01.02.53.24.3.51.041) (A) Dockyard Road Station under SSE(WKS) WB. (B)Reay Road station under SSE (WKs) WB. (C) Sewri Station under SSE (Wks) WB.
CR-DRMWBB-2026-23-03
CR-DRMWBB-2026-23-03
Open
Works - General
12 Months
Mumbai, Maharashtra
₹0
₹7.0 L
15 May 2026
22 Apr 2026
1 May 2026
89 items across 3 schedules · ₹4,64,51,424.37 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. | cum | 150 | 494.1 | 74,115 |
| 2 | All kinds of soil | cum | 300 | 177.5 | 53,250 |
| 3 | Ordinary rock | cum | 10 | 498.9 | 4,989 |
| 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 | 13.6 | 7,878.5 | 1,07,147.6 |
| 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 | 38.4 | 9,895.2 | 3,79,975.68 |
| 6 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 268.8 | 392.15 | 1,05,409.92 |
| 7 | 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 | 4.37 | 10,585.9 | 46,260.38 |
| 8 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 6324.32 | 107.85 | 6,82,077.91 |
| 9 | Concrete of M55 grade with minimum cement content of 370 kg /cum | cum | 166.4 | 9,806.7 | 16,31,834.88 |
| 10 | Concrete of M35 grade with minimum cement content of 370 kg /cum | cum | 48 | 10,162.35 | 4,87,792.8 |
| 11 | Area of slab upto 0.50 sqm | Sqm | 1.92 | 5,413.5 | 10,393.92 |
| 12 | Area of slab over 0.50 sqm | Sqm | 108.48 | 5,136.3 | 5,57,185.82 |
| 13 | 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 | 23500 | 133.7 | 31,41,950 |
| 14 | Hot finished welded type tubes | Kg | 5000 | 194.4 | 9,72,000 |
| 15 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 200 | 97.2 | 19,440 |
| 16 | Dark shade pigment using ordinary cement | Sqm | 50.9 | 1,119.5 | 56,982.55 |
| 17 | 25 mm thick | Sqm | 192 | 1,948.25 | 3,74,064 |
| 18 | 1.00 mm thick with zinc coating not less than 275 gm/m2 | Sqm | 280 | 1,457.15 | 4,08,002 |
| 19 | Extra for providing and fixing wind ties of 40x 6 mm flat iron section. | Metre | 192 | 195.6 | 37,555.2 |
| 20 | 2 mm thick corrugated (2.5" or 4.2" or 6") or step-down (2" or 3" or 6" ) as specified | Sqm | 100.8 | 1,401.35 | 1,41,256.08 |
| 21 | 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 | 144 | 738.65 | 1,06,365.6 |
| 22 | 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 | 211.2 | 518.55 | 1,09,517.76 |
| 23 | 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 | 1000 | 193.7 | 1,93,700 |
| 24 | 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 | 500 | 170.7 | 85,350 |
| 25 | Two or more coats on new work | Sqm | 200 | 146.8 | 29,360 |
| 26 | Old work (one or more coats) | Sqm | 100 | 93.3 | 9,330 |
| 27 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 5 | 2,434.25 | 12,171.25 |
| 28 | 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 | 2 | 3,551.25 | 7,102.5 |
| 29 | For thickness of tiles above 25 mm and up to 40 mm | Sqm | 100 | 113.35 | 11,335 |
| 30 | Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. The work shall be executed as per drawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously including shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge.. | Metre | 112 | 3,439.5 | 3,85,224 |
| 31 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 6.14 | 7,387.25 | 45,357.72 |
| 32 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 3.07 | 9,844.65 | 30,223.08 |
| Schedule total | ₹1,03,16,719.65 | ||||
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details.html
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nit.pdf
NIT
ANnexureVA.pdf
ATTACHMENT
AnnexureVIB.pdf
ATTACHMENT
ChecklistfordocumentforCivilTrackR.pdf
ATTACHMENT
GCC April 2022
ATTACHMENT
GCCACS-1.pdf
ATTACHMENT
GCCACS-2.pdf
ATTACHMENT
GCCACS-3.pdf
ATTACHMENT
GCCACS-4.pdf
ATTACHMENT
GCCACS-5.pdf
ATTACHMENT
GCCACS-6.pdf
ATTACHMENT
GCC ACS6CS
ATTACHMENT
ACSNo.7toGCCJuly2022.pdf
ATTACHMENT
ACSNo.8toGCCJuly2022.pdf
ATTACHMENT
ACSNo9toGCCJuly2022.pdf
ATTACHMENT
ACS10toGCC2022.pdf
ATTACHMENT
GCC_April-2022_2022_CE-I_CT_GCC-2022_POLICY_27.04.22.pdf
ATTACHMENT
2022-CE-I-CT-GCCCorrespondencedated.14.05.2024.pdf
ATTACHMENT
SplCond1cr.pdf
ATTACHMENT
AdditionalSpecialconditionfortender1.pdf
ATTACHMENT
SafetyRules.pdf
ATTACHMENT
Auditparasubsectioning.pdf
ATTACHMENT
ACS11toGCCJuly2022.pdf
ATTACHMENT
TenderForm23-03.pdf
ATTACHMENT
CivilConditions_1.pdf
CORRIGENDUM
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