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Tender Value
₹4.3 Cr
EMD Value
₹8.5 L
Closing Date
24 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 E
18 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
Definition of Similar Work :-Similar Nature of Wok - 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.
Maintenance period is 6 months
15 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
A)Provision of cover shed of complete approach road of RUB and higher capacity sump in rocky area at LC-3 km. 48/6-7 in DW-PNVL Section. (IRPSM ID: 01.02.30.25.3.51.003). B)PNVL-DAPOLI: Laying of 900mm diameter pipe from RUB sump (LC-21) at 69/9-70/0 to nearby river. (IRPSM ID: 01.02.30.25.3.51.004)
CR-DRMWBB-2026-18-03
CR-DRMWBB-2026-18-03
Open
Works - General
12 Months
Mumbai, Maharashtra
₹0
₹8.5 L
24 Apr 2026
2 Apr 2026
10 Apr 2026
45 items across 2 schedules · ₹4,58,90,883.16 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 1176 | 177.5 | 2,08,740 |
| 2 | Hard rock (blasting prohibited) | cum | 2182.5 | 1,432.95 | 31,27,413.38 |
| 3 | Depth exceeding 3 m but not exceeding 4.5 m | Sqm | 4200 | 163.15 | 6,85,230 |
| 4 | 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 | 1050 | 196 | 2,05,800 |
| 5 | 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 | 717.55 | 700.5 | 5,02,643.78 |
| 6 | Concrete of M20 grade with minimum cement content of 270 kg /cum | cum | 58 | 9,212.6 | 5,34,330.8 |
| 7 | Concrete of M15 grade with minimum cement content of 240 kg /cum. | cum | 126.4 | 8,779.4 | 11,09,716.16 |
| 8 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 752.1 | 842.5 | 6,33,644.25 |
| 9 | 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 | 3.46 | 10,416.75 | 36,041.96 |
| 10 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 7464 | 107.85 | 8,04,992.4 |
| 11 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 32627 | 107.85 | 35,18,821.95 |
| 12 | Concrete of M55 grade with minimum cement content of 370 kg /cum | cum | 39.48 | 9,806.7 | 3,87,168.52 |
| 13 | Concrete of M35 grade with minimum cement content of 370 kg /cum | cum | 153.75 | 10,162.35 | 15,62,461.31 |
| 14 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 341.37 | 117.35 | 40,059.77 |
| 15 | 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 | 43500 | 133.7 | 58,15,950 |
| 16 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 215 | 97.2 | 20,898 |
| 17 | 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 | 1180 | 738.65 | 8,71,607 |
| 18 | Ridges plain (500 - 600mm) | Metre | 210 | 532.35 | 1,11,793.5 |
| 19 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 5.25 | 2,434.25 | 12,779.81 |
| 20 | 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 | 5.63 | 3,551.25 | 19,993.54 |
| 21 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re- rolling the sub grade and disposal of surplus earth with lead upto 50 metres. | Sqm | 1150 | 218.9 | 2,51,735 |
| 22 | Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). | cum | 900 | 24.85 | 22,365 |
| 23 | 90 mm to 45 mm size stone aggregate | cum | 150 | 2,098.4 | 3,14,760 |
| 24 | 63 mm to 45 mm size stone aggregate | cum | 150 | 1,636.05 | 2,45,407.5 |
| 25 | 53 mm to 22.4 mm size stone aggregate | cum | 150 | 1,842.3 | 2,76,345 |
| 26 | Stone screening 11.2 mm nominal size (Type B) | cum | 75 | 2,247.75 | 1,68,581.25 |
| 27 | 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 | 775 | 1,046.95 | 8,11,386.25 |
| 28 | Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in- charge. | cum | 100 | 4,148.65 | 4,14,865 |
| 29 | 900 mm dia. R.C.C. pipe | Metre | 325 | 4,750.85 | 15,44,026.25 |
| Schedule total | ₹2,42,59,557.38 | ||||
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nit.pdf
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1ChecklistfordocumentforCivilandtrackworks...pdf
ATTACHMENT
2GCC_April-2022_2022_CE-I_CT_GCC-2022_POLICY_27.04.22.pdf
ATTACHMENT
8AnnexureVA.pdf
ATTACHMENT
9AnnexureVIB.pdf
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GCCACS1to6..pdf
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ACSNo.9toGCCApril2022.pdf
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ACS10toGCC2022.pdf
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AdditionalSpecialconditionfortender.pdf
ATTACHMENT
CivilWorksSpecialCondition_1_.pdf
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specialconditionabove1crore.pdf
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splconditionworksiteselectricterritorytrack.pdf
ATTACHMENT
ACSNo.11toGCC2022.pdf
ATTACHMENT
Auditparasubsectioning.pdf
ATTACHMENT
Deployment_of_contractors_engineer_at_site_250825_1244231.pdf Deployment of contractors engineer
ATTACHMENT
RevisedTenderformApril2022asperCorrectionSlipNew2.pdf
ATTACHMENT
Deployment_of_contractors_engineer_at_site_250825_1244231.pdf
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