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Tender Value
₹16.0 Cr
EMD Value
₹31.9 L
Closing Date
29 Jun 2026, 11:00 amClosed
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
BUILDINGS
15 conditions · 4 needing a document upload
For works costing more than Rs.50 lakhs - The tenderer must have minimum average annual contractual turnover of V/N or 'V' which ever 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- For tenders having advertised value more than Rs 10 crore wherein eligibility criteria includes bid capacity also, the tenderer will be qualified only if its available bid capacity is equal to or more than the total bid value of the present tender. The available bid capacity shall be calculated as under: Available Bid Capacity = [A x N x 2] - 0.33xNxB Where, A = Maximum value of construction works executed and payment received in any one of the previous three financial years or the current financial year (up to date of inviting tender), taking into account the completed as well as works in progress. N= Number of years prescribed for completion of work for which bids has been invited. B = Existing commitments and balance amount of ongoing works with tenderer as per the prescribed proforma of Railway for statement of all works in progress and also the works which are awarded to tenderer but yet not started upto the date of inviting of tender.
22 conditions · 3 needing a document upload
Submission of Annexure-V under Document Verification Certificate- As per Advance Correction Slips to GCC - 2022, the tenderers shall submit copy of certificate stating that they are not liable to be disqualified and all their statements/documents submitted along with bid are true and factual. Standard format of the certificate to be submitted by the bidder in form of Annexure V. Non-submission of the above Certificate(s) by the bidder shall result in summarily rejection of his/their bid.
Submission of Annexure-V(A) under Document Verification Certificate : In case of other than Company/Proprietary firm, Annexure-V(A) shall also be submitted by the each member of a Partnership Firm/Joint Venture (JV) /Hindu Undivided Family (HUF) / Limited Liability Partnership (LLP) etc., as the case may be. Non-submission of the above Certificate (s) by the bidder shall result in summarily rejection of his/their bid.
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.
Copies of the following documents are to be uploaded: (i) Details such as Name of the tenderer/ Contractor, Validity of DSC, Complete address with pin code, Contact Number (ii) Copy of PAN Card (iii) Copy of GSTIN card
A copy of NEFT form duly filled in the details as necessary to be uploaded. (The Tenderer/ Contractor not having NEFT form may down load the empty NEFT form available in document site)
The tenderer shall clearly specify whether the tender is submitted on his own (Proprietary Firm) or on behalf of a Partnership Firm / Company / Joint Venture (JV) / Registered Society / Registered Trust / Hindu Undivided Family( HUF) / Limited Liability Partnership (LLP)etc. The tenderer(s) shall enclose the attested copies of the requisite documents(including Power of Attorney, if opted) for constitution of their concern as per clause 14 of GCC Part I and as per a) Clause 17 of GCC Part I, for JV b) Clause 18 of GCC Part I, for Partnership firm
All the instructions furnished in the Technical compliance/ Commercial Compliance/ Check-list/ Undertakings are only indicative and not exhaustive; The Tenderer shall read the GCC/Tender documents for complete details.
The tenderer shall thoroughly go through the entire tender documents and strictly adhere to the instructions and directions given therein.
If the Tenderer(s) deliberately give(s) wrong information/ or create incorrect documents in his/their offer or create circumstances for the acceptance of his/their offer, the Railway reserves the right to reject such offer at any stage.
All terms and conditions in the tender documents are binding on the Tenderers
Railway reserves the right to accept or reject any or all the tenders and to award the work in whole or in part without assigning any reason.
Unreleased Bid Security, if any, held with the Railway Administration, shall not be adjusted towards the Bid Security to be remitted.
Bid Security shall be deposited either in cash through e-payment gateway or e-BG or submitted as Bank Guarantee bond from a scheduled bank of India or as mentioned in tender documents subject to exemptions provided under para5(1) (a) of Part-1 (ITT) of GCC.
In case of submission of Bid Security in the form of Bank Guarantee, the Original Bank Guarantee (other than e-BG) should be delivered in person to the Official nominated as indicated in the Tender document within 5 working days before the closing date of submission of bids.
MS-VM - Improvement to platform and allied works at NBK, MKK, MBM, SP, PZA, MN, PV, TBMS, PRGL, VDR & UPM stations under ADEN/TBM Sub-division (Including left over works of ABSS at GDY, STM, TLM, CMP & GI).
MAS18OF26081S
MAS18OF26081S
Open
Works - General
15 Months
Chennai, Tamil Nadu
₹0
₹31.9 L
29 Jun 2026
6 Jun 2026
15 Jun 2026
28 items across 1 schedule · ₹11,48,18,245.63 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 5km | cum | 3450 | 261.35 | 9,01,657.5 |
| 2 | 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 | 1209 | 7,294.7 | 88,19,292.3 |
| 3 | Foundations, footings, bases for columns | Sqm | 1500 | 392.15 | 5,88,225 |
| 4 | cum | 205 | 11,505.5 | 23,58,627.5 | |
| 5 | Providing and fixing in position 12mm thick bitumen impregnated fiber board conforming to IS: 1838, including cost of primer, sealing compound Grade-A in expansion joints. | per cm depth per 100m | 170.5 | 655.75 | 1,11,805.38 |
| 6 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 125 | 9,105.95 | 11,38,243.75 |
| 7 | Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building, for all heights and all levels etc. including:(a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design.(b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metallic colour of approved shades made out of 4 mm thick aluminium composite panel material consisting of 3 mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5 mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF /Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc.(c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium items. The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminium Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. | Sqm | 2432 | 5,015.05 | 1,21,96,601.6 |
| 8 | Using R3 series with frame (55mm & above ) x (45mm & above). (Height upto 2.5 meter) | Sqm | 63 | 7,080.05 | 4,46,043.15 |
| 9 | 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 | 36800 | 133.7 | 49,20,160 |
| 10 | Dark shade pigment using ordinary cement | Sqm | 5940 | 1,119.5 | 66,49,830 |
| 11 | 110 mm diameter | Metre | 960 | 377.4 | 3,62,304 |
| 12 | 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 | 15600 | 738.65 | 1,15,22,940 |
| 13 | 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, made of Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16 mm thick fire retardant PVC film on the face side and 12 micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit. | Sqm | 978 | 2,215.15 | 21,66,416.7 |
| 14 | 1:4 (1 cement: 4 fine sand) | Sqm | 270 | 347.05 | 93,703.5 |
| 15 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 255 | 2,434.25 | 6,20,733.75 |
| 16 | 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 | 173 | 3,551.25 | 6,14,366.25 |
| 17 | In cement mortar | cum | 62 | 2,060.2 | 1,27,732.4 |
| 18 | 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 | 36800 | 5.65 | 2,07,920 |
| 19 | Asbestos Cement sheet | Sqm | 15600 | 77.3 | 12,05,880 |
| 20 | bituminous road | Sqm | 1600 | 428.5 | 6,85,600 |
| 21 | On bituminous surface @ 0.25kg/sqm | Sqm | 1600 | 9.2 | 14,720 |
| 22 | With paving asphalt grade VG - 30 with no solvent | Sqm | 1600 | 568.6 | 9,09,760 |
| 23 | 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. | cum | 1600 | 11,032.2 | 1,76,51,520 |
| 24 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. | Sqm | 3200 | 747.8 | 23,92,960 |
| 25 | 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 | 1802 | 9,823.8 | 1,77,02,487.6 |
| 26 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge. | cum | 499 | 2,914.3 | 14,54,235.7 |
| 27 | With granite stone of all colour except black, cherry/ruby red of area less than 0.50 sqm. | Sqm | 151 | 5,272.05 | 7,96,079.55 |
| 28 | Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. | Sqm | 9000 | 2,017.6 | 1,81,58,400 |
| Schedule total | ₹11,48,18,245.63 | ||||
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nit.pdf
NIT
NEFTForm.pdf
ATTACHMENT
ProcedureforLCModeofPayment.pdf
ATTACHMENT
GCCApril2022_compressed.pdf
ATTACHMENT
eTenderformApril2022.pdf
ATTACHMENT
SNWmasterlistason09012026.pdf
ATTACHMENT
IRGCCACS1to11_compressed.pdf
ATTACHMENT
ProcedureforMeasurementofworksbytheContractor.pdf
ATTACHMENT
FORMATIONBUILDINGBRIDGEPWAYWORKSJULY2024_1.pdf
ATTACHMENT
MOVEMENTOFVEHICLESNEARRAILWAYTRACK.pdf
ATTACHMENT
Safetyinstructionformachineries-merged.pdf
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