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Tender Value
₹2.5 Cr
EMD Value
₹5.0 L
Closing Date
21 Apr 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
SR DEN SE
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
Defination of Similar Work :- Any type of civil work viz. building upto G+4 & structures work, pipe lines, underground & overhead tanks, foundation treatment works in any Railway embankment / cutting, any earth work, cover over platform, bore wells, level crossing works including lifting barriers, cement concrete apron works etc.
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 for the work is 12 Months.
A) Extension of shed & line by 21 m over proposed PIT line & existing sick line. B) Construction of a new PIT line of length approx 50 meter along with cover shed between the existing sick line & stabling ling at MAE. C) Construction of service building of size 8 Mtrs x 5 Mtrs along with approach road water storage tank of 5000 ltrs Roof Shed at MAE.
CR-DRMWBB-2026-16-01~CR
CR-DRMWBB-2026-16-01
Open
Works - General
6 Months
Mumbai, Maharashtra
₹0
₹5.0 L
21 Apr 2026
20 Mar 2026
7 Apr 2026
150 items across 3 schedules · ₹94,55,831.8 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 | 126 | 494.1 | 62,256.6 |
| 2 | All kinds of soil | cum | 103.2 | 177.5 | 18,318 |
| 3 | Ordinary rock | cum | 51.6 | 498.9 | 25,743.24 |
| 4 | Hard rock (blasting prohibited) | cum | 51.6 | 1,432.95 | 73,940.22 |
| 5 | Depth not exceeding 1.5 m | Sqm | 124.8 | 72.05 | 8,991.84 |
| 6 | Depth exceeding 1.5 m but not exceeding 3 m | Sqm | 84 | 81.6 | 6,854.4 |
| 7 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | cum | 117.6 | 196 | 23,049.6 |
| 8 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 8.4 | 2,123.75 | 17,839.5 |
| 9 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | Sqm | 168 | 17.6 | 2,956.8 |
| 10 | 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 | 25.56 | 8,340.85 | 2,13,192.13 |
| 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 | 9.72 | 9,045.75 | 87,924.69 |
| 12 | 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 | 12.6 | 10,852.95 | 1,36,747.17 |
| 13 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 99.84 | 392.15 | 39,152.26 |
| 14 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 87.6 | 842.5 | 73,803 |
| 15 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 38.4 | 961.3 | 36,913.92 |
| 16 | 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 | 10.08 | 10,585.9 | 1,06,705.87 |
| 17 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 6100.39 | 107.85 | 6,57,927.06 |
| 18 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 2844.55 | 107.85 | 3,06,784.72 |
| 19 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 67.99 | 9,655.7 | 6,56,491.04 |
| 20 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 23.63 | 10,011.35 | 2,36,568.2 |
| 21 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 8.64 | 7,370.65 | 63,682.42 |
| 22 | Area of slab upto 0.50 sqm | Sqm | 15 | 5,742.55 | 86,138.25 |
| 23 | Area of slab over 0.50 sqm | Sqm | 37.5 | 5,938 | 2,22,675 |
| 24 | Area of slab upto 0.50 sqm | Sqm | 12.5 | 5,413.5 | 67,668.75 |
| 25 | Area of slab over 0.50 sqm | Sqm | 25 | 5,136.3 | 1,28,407.5 |
| 26 | Marble work | Metre | 50 | 298.6 | 14,930 |
| 27 | Granite work | Metre | 50 | 510.95 | 25,547.5 |
| 28 | 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 | 27697.24 | 133.7 | 37,03,120.99 |
| 29 | Hot finished welded type tubes | Kg | 3998.4 | 194.4 | 7,77,288.96 |
| 30 | 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, including 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 | 231.42 | 772.4 | 1,78,748.81 |
| 31 | Light shade pigment using white cement | Sqm | 50.4 | 1,402 | 70,660.8 |
| 32 | 1.00 mm thick with zinc coating not less than 275 gm/m2 | Sqm | 189 | 1,457.15 | 2,75,401.35 |
| 33 | 0.80 mm thick with zinc coating not less than 275 gm/m2 | Metre | 21 | 1,083.3 | 22,749.3 |
| 34 | Extra for providing and fixing wind ties of 40x 6 mm flat iron section. | Metre | 126 | 195.6 | 24,645.6 |
| 35 | 2 mm thick corrugated (2.5" or 4.2" or 6") or step-down (2" or 3" or 6" ) as specified | Sqm | 65 | 1,401.35 | 91,087.75 |
| 36 | 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 | 240 | 738.65 | 1,77,276 |
| 37 | 1:4 (1 cement: 4 fine sand) | Sqm | 41.6 | 399.45 | 16,617.12 |
| 38 | 20 mm cement plaster 1:2 (1 cement : 2 stone dust). | Sqm | 64.8 | 520.55 | 33,731.64 |
| 39 | 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 | 336 | 193.7 | 65,083.2 |
| 40 | 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 | 1675.95 | 170.7 | 2,86,084.67 |
| 41 | One or more coats on old work | Sqm | 2000 | 96 | 1,92,000 |
| 42 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 21 | 2,434.25 | 51,119.25 |
| 43 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. | Kg | 200 | 5.65 | 1,130 |
| 44 | 100 mm diameter | Metre | 20 | 443.6 | 8,872 |
| 45 | 150 mm diameter | Metre | 20 | 695.8 | 13,916 |
| 46 | 200 mm diameter | Metre | 30 | 970.35 | 29,110.5 |
| 47 | 300 mm dia. R.C.C. pipe | Metre | 30 | 994.3 | 29,829 |
| Schedule total | ₹94,49,682.62 | ||||
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nit.pdf
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TenderformCivilASC11.pdf
ATTACHMENT
ACSNo.11toGCC20221_compressed.pdf
ATTACHMENT
AdditionalSpecialconditionforDrawing.pdf
ATTACHMENT
GCC_April-2022_2022_CE-I_CT_GCC-2022_POLICY_27.04.22112.pdf
ATTACHMENT
GCCACS1to6.111.pdf
ATTACHMENT
GCC2022Correctionslip7to10111_12.pdf
ATTACHMENT
AnnexureVA122.pdf
ATTACHMENT
AnnexureVIB111.pdf
ATTACHMENT
splconditionworksiteselectricterritory112.pdf
ATTACHMENT
CivilConditions_161.pdf
ATTACHMENT
Auditparasubsectioning1.pdf
ATTACHMENT
LettersRegardingDeploymentofcontractorsEngineer31.pdf
ATTACHMENT
RevisedChecklist21_11.pdf
ATTACHMENT
TenderformCivilASC11.pdf
CORRIGENDUM
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