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Tender Value
₹23.4 Cr
EMD Value
₹46.8 L
Closing Date
3 Sept 2026, 3:00 pm
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
TENDER
17 conditions · 2 needing a document upload
Financial Eligibility Criteria: 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 along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
Bid Capacity: The tender/technical bid will be evaluated based on bid capacity formula detailed as Annexure-VI
The tenderer must have successfully completed any of the following during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (a)Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or (b) Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or (c)One similar work each costing not less than the amount equal to 60% of advertised value of the tender.(EXPERIENCE CERTIFCATE) The single similar work as defined in Tender Notice/Tender Document)
(i)In case of 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 any of the following during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, or Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender. Note: Separate completed works of minimum required values for each component can also be considered for fulfilment of technical eligibility criteria. (ii)In such cases, what constitutes a component in a composite work shall be clearly pre-defined with estimated tender cost of it, as part of the tender documents without any ambiguity. Any work or set of works shall be considered to be a separate component, only when cost of the component is more than 2 crore each.
SUB SECTIONING ELIGIBILITY CRITERIA: [A]If, Sub-sectioning as indicated in the NIT has been done with a view to expedite the works and in view of the sub-sectioning, if eligible tenderer/firm becomes L-1 only in one tender, the tender will be awarded to the lowest eligible tenderer/firm. (OR) If the tenderer/firm becomes L-1 in more than one tender for the same nature of work invited for the same project in the same tender notice, then Evaluation of Tenderer/firm for his/its eligibility for award of all such tenders shall be done, duly considering the work experience of 35 percent of combined value of such tenders and Financial capability of 150 percent of combined value of such tenders, in which the tenderer/firm is L-1. [B] In case the tenderer is lowest in more than one tender under consideration, however, falls short of above sub-sectioning eligibility criteria, then the tenderer will be considered for awarding any of the work at the sole discretion of the Railways. The decision of the Railway will be final and binding on the tenderer
Defination of Similar Work :- Any work of required value involving Civil Engineering Works and P.Way works.
57 conditions · 7 needing a document upload
ANNEXURE-XVI
Annexure IX Details of Bank Particulars.
Annexure XII Form -JV-1 Format for Power of Attorney for Authorised Signatory (if applicable in original or attested copy).
Annexure XIII Form -JV-2 Format for Power of Attorney to lead partner (if applicable in original or attested copy).
Annexure -XIV Form - JV-3 Format for Draft M.O.U. (if applicable).
Annexure XV Form - JV -4 Draft format for Agreement (in the required proforma in original if applicable).
Annexure-III Constitution of the Firm with required document copies i.e., Joint Venture / Partnership Deed(s), Incorporation of Company etc.,
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.
Construction of two stabling lines and one pit line at Thiruvananthapuram North (KCVL) Yard.
24-CE-CN-ERS-2026-OT~SR
24-CE-CN-ERS-2026-OT
Open
Works - General
12 Months
Ernakulam, Kerala
₹0
₹46.8 L
6 Aug 2026
6 Aug 2026
20 Aug 2026
228 items across 4 schedules · ₹11,32,62,260.91 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 10000 | 177.5 | 17,75,000 |
| 2 | All kinds of soil. | cum | 1000 | 260.3 | 2,60,300 |
| 3 | 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 | 7000 | 196 | 13,72,000 |
| 4 | 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 | 700 | 700.5 | 4,90,350 |
| 5 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 1500 | 2,123.75 | 31,85,625 |
| 6 | 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 1500 | 7,780.3 | 1,16,70,450 |
| 7 | Foundations, footings, bases for columns | Sqm | 300 | 392.15 | 1,17,645 |
| 8 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 2300 | 392.15 | 9,01,945 |
| 9 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 2000 | 927.25 | 18,54,500 |
| 10 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 1400 | 736.4 | 10,30,960 |
| 11 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 1500 | 961.3 | 14,41,950 |
| 12 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 50 | 9,504.75 | 4,75,237.5 |
| 13 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 1900 | 9,655.7 | 1,83,45,830 |
| 14 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 50 | 9,860.4 | 4,93,020 |
| 15 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 2300 | 10,011.35 | 2,30,26,105 |
| 16 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 1470 | 733.5 | 10,78,245 |
| 17 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 300 | 7,370.65 | 22,11,195 |
| 18 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 700 | 9,344.35 | 65,41,045 |
| 19 | 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 | 10000 | 117.35 | 11,73,500 |
| 20 | 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 | 11650 | 772.4 | 89,98,460 |
| 21 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in- charge. (The panel shuttering work shall be paid for separately). | cum | 100 | 9,823.8 | 9,82,380 |
| 22 | PN - 10 Pipe, 110 mm OD (SDR-11) | Metre | 5600 | 1,301.35 | 72,87,560 |
| 23 | PN - 10 Pipe, 160 mm OD (SDR-11) | Metre | 10 | 2,746.85 | 27,468.5 |
| 24 | 48.60 mm outer dia Pipe | Metre | 1400 | 1,202.35 | 16,83,290 |
| 25 | For 48.60 mm outer dia pipe | Each | 170 | 291.65 | 49,580.5 |
| 26 | For 15.88mm outer dia pipe | Each | 510 | 99.6 | 50,796 |
| 27 | For 48.60 mm x 15.88 mm outer dia pipe | Each | 50 | 1,280.35 | 64,017.5 |
| 28 | For 15.88 mm outer dia x 15 mm nominal dia threaded | Each | 50 | 317.25 | 15,862.5 |
| 29 | 500 mm dia. R.C.C. pipe | Metre | 250 | 1,918.9 | 4,79,725 |
| Schedule total | ₹9,70,84,042.5 | ||||
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nit.pdf
NIT
PARTABCWITHCS6102025.pdf
ATTACHMENT
GCCUPTOacs10.pdf
ATTACHMENT
GCCACS11DT30032026.pdf
ATTACHMENT
GERDSO2020PART1A.pdf
ATTACHMENT
GERDSO2020PART1B.pdf
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GERDSO2020PART2A.pdf
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GERDSO2020PART2B.pdf
ATTACHMENT
IntegrityPilingTest100.pdf
ATTACHMENT
MODELBANKGUARANTEE.pdf
ATTACHMENT
SPECIALCONDITIONSOFCONTRACT.pdf
ATTACHMENT
SPECIFICATIONFORTRACKBALLAST.pdf
ATTACHMENT
ADDLSPECIALCONDITIONS.pdf
ATTACHMENT
AddlSpecialconditionsofcontractforTrackNew.pdf ADDL SPECIAL CONDITIONS OF TRACK
ATTACHMENT
pvcclause.pdf
ATTACHMENT
RlyBdletter.pdf
ATTACHMENT
weldingconditions.pdf
ATTACHMENT
SCOPEOFWORK.pdf
ATTACHMENT
LISTOFPLANS.pdf
ATTACHMENT
AddlSpecialconditionsofcontractforTrackNew.pdf
ATTACHMENT
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