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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹3.6 Cr
EMD Value
₹7.2 L
Closing Date
8 Dec 2026, 3:00 pm
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Revenue
DEN CSTM
18 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. 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.
To evaluate the technical eligibility of tenderer, only components of workas stipulated in tender documents for evaluation of technical eligibility,shall be considered. The scope of work covered in other remainingcomponents shall be either executed by tenderer himself if he has workexperience as mentioned in clause 7 of the Standard General Conditionsof Contractor through subcontractor fulfilling the requirements as perclause 7 of the Standard General Conditions of Contract or jointly i.e.,partly himself and remaining through subcontractor, with prior approvalof Chief Engineer in writing. However, if required in tender documents byway of Special Conditions, a formal agreement duly notarized, legallyenforceable in the court of law, shall be executed by the main contractorwith the subcontractor for the component(s) of work proposed to beexecuted by the subcontractor(s), and shall be submitted along with theoffer for considering subletting of that scope of work towards fulfilmentof technical eligibility. Such subcontractor must fulfill technical eligibilitycriteria as follows: The subcontractor shall have successfully completedat least one work similar to work proposed for subcontract, costing notless than 35% value of work to be subletted, in last 5 years, ending lastday of month previous to the one in which tender is invited through aworks contract. Note: for subletting of work costing up to Rs 50 lakh, noprevious work experience of subcontractor shall be asked for by theRailway. In case after award of contract or during execution of work itbecomes necessary for contractor to change subcontractor, the sameshall be done with subcontractor(s) fulfilling the requirements as perclause 7 of the Standard General Conditions of Contract, with priorapproval of Chief Engineer in writing. (As per Page- 13,14, Para 10.1.b(3)Part-I of GCC April 2022)
23 conditions · 7 needing a document upload
Mandatory submission of qualifications, credentials and technical documents - The bidder/contractor shall upload the certificates of qualifications, degree diploma, credentials and other technical documents required under the tender along with the bid. All certificates shall be issued by recognised universities, institutions or statutory/competent authorities, as applicable, and shall be verifiable. The following minimum arrangements shall be provided wherever applicable to the scope of work
Qualified Engineer(s) holding a recognised Degree/Diploma in the Civil engineering discipline shall be deployed for technical supervision, maintenance of prescribed registers and records, quality control, inspection and testing. Site material tests, including slump test, cube test and other specified tests, shall be carried out in accordance with the applicable IS Codes, Railway specifications and the directions of the Engineer-in- Charge.
The Railway Administration may verify the submitted qualifications and credentials from the concerned University/Institution/issuing authority before award of the work. No change in the approved Engineer(s) shall be made without 1.1.1 prior written approval of the Tender Accepting Authority or the concerned Sr.DEN, as applicable. Any replacement shall be with a person possessing equivalent or higher qualifications and experience, unless otherwise approved.
Self Declaration by Contractor on Letterhead - The bidder shall upload, along with the offer, a declaration on the firm's letterhead, duly signed and stamped by the authorised signatory, confirming that:•The Contractor shall prepare and submit all drawings, design details, method statements, execution plans, programmes, calculations and other documents required under the contract and shall obtain the approval of the competent Railway authority before commencement of the relevant work/activity.•Qualified Engineer(s), Architect(s), Structural/other Consultant(s) and competent supervisory personnel, wherever required, shall be deployed throughout the execution of the work in accordance with the tender conditions.•All mandatory registers, quality records, site documents, inspection records and test reports prescribed in the tender/contract shall be maintained and kept up to date throughout the currency of the contract.•The Contractor shall establish a site laboratory wherever specified in the tender or directed by the Engineer-in-Charge and shall conduct all mandatory quality tests, including slump tests, cube tests, material tests and other tests prescribed under the relevant IS Codes, Railway specifications and instructions of the Engineer- in-Charge.•The Contractor shall provide adequate machinery, qualified manpower, safety equipment and Personal Protective Equipment (PPE) commensurate with the nature, quantity and programme of work.•The Contractor shall have available at site, or shall arrange to make available as and when required, the small construction equipment/machinery listed in Annexure-I, as applicable to the scope of work. Documentary evidence of ownership, lease/hire arrangement or other lawful availability shall be furnished whenever called for by the Engineer-in- Charge.
Declaration of Site Visit - The bidder shall upload the Declaration of Site Visit in the format prescribed as Annexure-F of the tender document, along with the bid. The declaration shall not relieve the bidder/Contractor of any obligation arising from the tender conditions, site conditions or applicable contract provisions
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.
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.
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.
(A)CSMT-Repairs to underground drainage line between PF no 07 and PF no 08 under SSE/WDI/CSMT at CSMT. (B) Provision of Pathway Connecting PF Nos. 10/11, 12/13, 14/15 & 16/17 at KYN End to reach Depot In-charge Office, CSMT.(C) CSMT- Internal & External painting of service building of Old Guard Running Room, Traffic Account building PF-7, C & W office PF-18, Old & New RPF barrack PF-18,Old & New RCT building PF-18 under SSE/W/CSMT.
CR-DRMWBB-2026-55-02~CR
CR-DRMWBB-2026-55-02
Open
Works - General
12 Months
Mumbai, Maharashtra
₹0
₹7.2 L
9 Nov 2026
9 Nov 2026
24 Nov 2026
57 items across 1 schedule · ₹3,17,36,555.85 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 5km | cum | 200 | 326.68 | 65,336 |
| 2 | 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 | 632 | 494.1 | 3,12,271.2 |
| 3 | All kinds of soil | cum | 323 | 177.5 | 57,332.5 |
| 4 | Ordinary rock | cum | 54 | 498.9 | 26,940.6 |
| 5 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | Metre | 1000 | 352.15 | 3,52,150 |
| 6 | Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia | Metre | 1000 | 998.65 | 9,98,650 |
| 7 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | cum | 118 | 700.5 | 82,659 |
| 8 | All kinds of soil | Sqm | 592 | 34.15 | 20,216.8 |
| 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 | 592 | 17.6 | 10,419.2 |
| 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 | 259 | 8,340.85 | 21,60,280.15 |
| 11 | Foundations, footings, bases for columns | Sqm | 76 | 392.15 | 29,803.4 |
| 12 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | Sqm | 171 | 842.5 | 1,44,067.5 |
| 13 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 14545 | 107.85 | 15,68,678.25 |
| 14 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 118 | 10,011.35 | 11,81,339.3 |
| 15 | Area of slab upto 0.50 sqm | Sqm | 19 | 5,413.5 | 1,02,856.5 |
| 16 | 25 mm thick | Sqm | 228 | 2,651.35 | 6,04,507.8 |
| 17 | 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 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 manufacture's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. | Sqm | 592 | 1,056.15 | 6,25,240.8 |
| 18 | Light shade pigment using white cement | Sqm | 96 | 1,402 | 1,34,592 |
| 19 | 25 mm thick | Sqm | 50 | 1,948.25 | 97,412.5 |
| 20 | Red sand stone | Sqm | 84 | 1,280.1 | 1,07,528.4 |
| 21 | 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 | 50 | 518.55 | 25,927.5 |
| 22 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 25786 | 262.7 | 67,73,982.2 |
| 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 | 34390 | 193.7 | 66,61,343 |
| 24 | 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 | 1780 | 176.25 | 3,13,725 |
| 25 | 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 | 1300 | 170.7 | 2,21,910 |
| 26 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. | Sqm | 8554 | 156.05 | 13,34,851.7 |
| 27 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete | Sqm | 25786 | 19.75 | 5,09,273.5 |
| 28 | Cleaning and desilting of gully trap chamber, including removal of rubbish mixed with earth etc. and disposal of same, all as per the direction of Engineer-in-charge. | Each | 35 | 108.3 | 3,790.5 |
| 29 | Cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator, supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of sewer lines. Dechocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer line from 150mm dia upto 300mm | Metre | 1000 | 340.75 | 3,40,750 |
| 30 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 368 | 2,434.25 | 8,95,804 |
| 31 | In cement mortar | cum | 109 | 2,060.2 | 2,24,561.8 |
| 32 | Channels, angles, tees and flats | Kg | 100 | 2.3 | 230 |
| 33 | For thickness of tiles above 25 mm and up to 40 mm | Sqm | 40 | 113.35 | 4,534 |
| 34 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | Sqm | 1200 | 266.45 | 3,19,740 |
| 35 | 90 mm to 45 mm size stone aggregate | cum | 89 | 2,098.4 | 1,86,757.6 |
| 36 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . | cum | 89 | 1,046.95 | 93,178.55 |
| 37 | With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt | Sqm | 233.25 | 234.05 | 54,592.16 |
| 38 | With Refinery Modified Bitumen CRMB 55 conforming to IRC: SP: 53 | Sqm | 233.25 | 233.15 | 54,382.24 |
| 39 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in- charge). | cum | 20 | 10,117.6 | 2,02,352 |
| 40 | Stone aggregate 40 mm nominal size | Sqm | 1200 | 172.35 | 2,06,820 |
| 41 | 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 | 10 | 3,439.5 | 34,395 |
| 42 | 250 mm diameter | Metre | 500 | 1,505.6 | 7,52,800 |
| 43 | 300 mm diameter | Metre | 500 | 2,064.15 | 10,32,075 |
| 44 | 250 mm diameter S.W. pipe | Metre | 500 | 1,016.9 | 5,08,450 |
| 45 | 300 mm diameter S.W. pipe | Metre | 500 | 1,173.35 | 5,86,675 |
| 46 | 250 mm diameter | Metre | 500 | 111 | 55,500 |
| 47 | 300 mm diameter | Metre | 500 | 117.25 | 58,625 |
| 48 | 300 mm dia. R.C.C. pipe | Metre | 50 | 994.3 | 49,715 |
| 49 | 450 mm dia. R.C.C. pipe | Metre | 50 | 1,620.95 | 81,047.5 |
| 50 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 5 | 12,770.55 | 63,852.75 |
| 51 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 2 | 24,702.75 | 49,405.5 |
| 52 | 455x610 mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 kg | Each | 15 | 1,358 | 20,370 |
| 53 | 500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg | Each | 5 | 3,441.2 | 17,206 |
| 54 | 560 mm diameter C.I. cover (heavy duty) the weight of the cover to be not less than 108 kg | Each | 10 | 7,575.4 | 75,754 |
| 55 | Rectangular shape 600x450 mm internal dimensions | Each | 25 | 1,437.65 | 35,941.25 |
| 56 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 119 | 7,387.25 | 8,79,082.75 |
| 57 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 33 | 9,844.65 | 3,24,873.45 |
| Schedule total | ₹3,17,36,555.85 | ||||
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details.html
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nit.pdf
NIT
ANnexureVA.pdf
ATTACHMENT
AnnexureVIB.pdf
ATTACHMENT
GCC_April-2022_2022_CE-I_CT_GCC-2022_POLICY_27.04.22.pdf
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
2022-CE-I-CT-GCCCorrespondencedated.14.05.2024.pdf
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
CivilConditions_1.pdf
ATTACHMENT
ACS11toGCCJuly2022.pdf
ATTACHMENT
AnnexureFDeclarationforsitevisit.pdf
ATTACHMENT
TrainingofContractorsSiteSupervisor.pdf
ATTACHMENT
ChecklistfordocumentforCivilandtrackwork.pdf
ATTACHMENT
RevisedspecialconditiontobeuploadedindocumentofNIT.pdf
ATTACHMENT
ACS-12-GCC-2022_1.pdf
ATTACHMENT
mergedugdrngpathwayconnectingnew_1.pdf
ATTACHMENT
SCOPEOFWORK.pdf
ATTACHMENT
RevisedTenderrevised.pdf
ATTACHMENT
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