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Tender Value
₹5.1 Cr
EMD Value
₹10.3 L
Closing Date
28 Sept 2026, 3:00 pmDue tomorrow
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.
For more details refer attached documents
Defination of Similar Work :- Any type of civil work viz. building & 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.
17 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 months.
(A) Wadibunder- Strengthening of retaining wall/ boundary wall along platform No.1 at DKRD station. (IRPSM ID: 01.02.64.25.3.51.005)(B)(a) Wadibunder- Strengthening of boundary wall between MSD to VDLR section under trespassing. (b) WB- Repairs to boundary wall of Sewri station & Vadala road station along the platform under trespassing. (IRPSM ID: -01.02.64.25.3.51.014)(C) CSMT- Renovation of Chief Motive Power Engineer, Chief Rolling Stock Engineer (Coaching), Dy. Chief Mechanical Engineer (PL), Chief Rolling Stock Engineer (Freight) & Library at Second Floor, Old Annex DRM Building, CSMT Mumbai.
CR-DRMWBB-2026-45-01~CR
CR-DRMWBB-2026-45-01
Open
Works - General
12 Months
Mumbai, Maharashtra
₹0
₹10.3 L
3 Sept 2026
3 Sept 2026
14 Sept 2026
54 items across 1 schedule · ₹5,98,07,104.06 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 | 1182 | 494.1 | 5,84,026.2 |
| 2 | All kinds of soil | cum | 1178.6 | 177.5 | 2,09,201.5 |
| 3 | 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 | 28.8 | 7,878.5 | 2,26,900.8 |
| 4 | 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 | 125.4 | 7,294.7 | 9,14,755.38 |
| 5 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 1770 | 392.15 | 6,94,105.5 |
| 6 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 4502 | 842.5 | 37,92,935 |
| 7 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 106288.8 | 107.85 | 1,14,63,247.08 |
| 8 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 268 | 9,504.75 | 25,47,273 |
| 9 | Concrete of M55 grade with minimum cement content of 370 kg /cum | cum | 214 | 9,806.7 | 20,98,633.8 |
| 10 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 482 | 9,860.4 | 47,52,712.8 |
| 11 | Concrete of M35 grade with minimum cement content of 370 kg /cum | cum | 540 | 10,162.35 | 54,87,669 |
| 12 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 69 | 7,370.65 | 5,08,574.85 |
| 13 | Providing and laying Autoclaved Aerated Concrete (AAC) blocks masonry 100 mm / 125 mm thick with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to IS: 2185 (Part 3) in super structure above plinth level up to floor V level in cement mortar 1:4 (1 cement : 4 coarse sand). The rate includes providing and placing in position 2 Nos 6 mm dia M.S. bars at every third course of masonry work. | cum | 1.24 | 10,195.45 | 12,642.36 |
| 14 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 120 | 7,311.25 | 8,77,350 |
| 15 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 60 | 9,275.45 | 5,56,527 |
| 16 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 36 | 3,473.85 | 1,25,058.6 |
| 17 | Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). | Sqm | 36 | 462.35 | 16,644.6 |
| 18 | 100x85x5.5 mm (heavy type) | Each | 60 | 206.4 | 12,384 |
| 19 | 250x10 mm | Each | 15 | 441.6 | 6,624 |
| 20 | 150x10 mm | Each | 60 | 287.25 | 17,235 |
| 21 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 15 | 121.65 | 1,824.75 |
| 22 | Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. | Each | 15 | 1,124.85 | 16,872.75 |
| 23 | 1.5 mm thick | Sqm | 60 | 1,045.95 | 62,757 |
| 24 | 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 | 44850 | 133.7 | 59,96,445 |
| 25 | Hot finished welded type tubes | Kg | 16000 | 194.4 | 31,10,400 |
| 26 | Size of Tile 600 x 600 mm | Sqm | 152 | 1,502.75 | 2,28,418 |
| 27 | Size of Tile 800 x 800 mm | Sqm | 167 | 1,728.8 | 2,88,709.6 |
| 28 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 18 | 4,481.3 | 80,663.4 |
| 29 | 1:4 (1 cement: 4 fine sand) | Sqm | 172 | 347.05 | 59,692.6 |
| 30 | 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 | 4900 | 518.55 | 25,40,895 |
| 31 | 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 | 3382 | 537.45 | 18,17,655.9 |
| 32 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 513 | 262.7 | 1,34,765.1 |
| 33 | 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 | 14031 | 193.7 | 27,17,804.7 |
| 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 | 5000 | 170.7 | 8,53,500 |
| 35 | 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 | 513 | 25.15 | 12,901.95 |
| 36 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 25 | 2,434.25 | 60,856.25 |
| 37 | 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 | 75 | 3,551.25 | 2,66,343.75 |
| 38 | In cement mortar | cum | 75 | 2,060.2 | 1,54,515 |
| 39 | In cement mortar | cum | 10 | 2,458.95 | 24,589.5 |
| 40 | 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 | 12000 | 5.65 | 67,800 |
| 41 | For thickness of tiles 10 mm to 25 mm | Sqm | 318 | 73.4 | 23,341.2 |
| 42 | Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material with in 50 meters lead as directed by Engineer-in-charge. | Sqm | 1208 | 56.35 | 68,070.8 |
| 43 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick)and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) | Metre | 770 | 375.8 | 2,89,366 |
| 44 | Initial test (Test Load 2.5 times the Safe capacity) | Per Test | 1 | 70,420.5 | 70,420.5 |
| 45 | Upto 50 tonne capacity pile | Per Test | 1 | 19,632.4 | 19,632.4 |
| 46 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 2037 | 495.05 | 10,08,416.85 |
| 47 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 129 | 530.9 | 68,486.1 |
| 48 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 316 | 634.45 | 2,00,486.2 |
| 49 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 57 | 1,505.25 | 85,799.25 |
| 50 | 25 mm average thickness | Sqm | 197 | 126.75 | 24,969.75 |
| 51 | SBR Polymer (@10% of cement weight) modified cementitious bond coat @ 2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer | Sqm | 197 | 141.2 | 27,816.4 |
| 52 | 25 mm average thickness in 2 layers. | Sqm | 197 | 587.35 | 1,15,707.95 |
| 53 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 441.6 | 9,844.65 | 43,47,397.44 |
| 54 | Providing and fixing Scaffolding net of required width made of high density Polyethylene UV stabilized knitted on warp knitting machines having density 100 grams / sqm and shading coefficient minimum 75% around the construction site/ for vertical extension as per requirement including fastening/tying with building/scaffolding pipes or with any other fixtures etc. complete as per direction of Engineer-in-Charge. (One time payment shall be made for providing Scaffolding net from start of work till completion of work including shifting if any. The Scaffolding net shall be the property of the contractor on completion of the work) | Sqm | 1890 | 29.25 | 55,282.5 |
| Schedule total | ₹5,98,07,104.06 | ||||
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details.html
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nit.pdf
NIT
ACS11toGCCJuly2022.pdf
ATTACHMENT
ANnexureVA.pdf
ATTACHMENT
AnnexureVIB.pdf
ATTACHMENT
ChecklistfordocumentforCivilTrackR.pdf
ATTACHMENT
GCC april2022
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
GCCACS6CS
ATTACHMENT
ACSNo.7toGCCJuly2022.pdf
ATTACHMENT
ACSNo.8toGCCJuly2022.pdf
ATTACHMENT
ACSNo9toGCCJuly2022.pdf
ATTACHMENT
ACS10toGCC2022.pdf
ATTACHMENT
Auditparasubsectioning.pdf
ATTACHMENT
AdditionalSpecialconditionfortender1.pdf
ATTACHMENT
SplCond1cr.pdf
ATTACHMENT
SafetyRules.pdf
ATTACHMENT
scopeofwork2.pdf
ATTACHMENT
Tenderform11_2.pdf
ATTACHMENT
CivilConditions_1.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
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