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Tender Value
₹9.9 Cr
EMD Value
₹19.8 L
Closing Date
14 Aug 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
BUILDINGS
14 conditions · 3 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.
Any Civil Engineering work except track works /transportation.
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.
Improvements to Platforms at JTJ station (NSG 3) in ADEN/JTJ Sub Division.
MAS22OF26120W
MAS22OF26120W
Open
Works - General
9 Months
Chennai, Tamil Nadu
₹0
₹19.8 L
14 Aug 2026
22 Jul 2026
31 Jul 2026
161 items across 3 schedules · ₹8,20,23,268.55 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 3km | cum | 264.96 | 219.03 | 58,034.19 |
| 2 | Cost of carriage including loading, unloading & stacking for first 50 metres | cum | 434.52 | 227.18 | 98,714.25 |
| 3 | All kinds of soil | cum | 36 | 177.5 | 6,390 |
| 4 | 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 | 15000 | 17.6 | 2,64,000 |
| 5 | 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 | 405 | 7,294.7 | 29,54,353.5 |
| 6 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 260 | 392.15 | 1,01,959 |
| 7 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 300 | 961.3 | 2,88,390 |
| 8 | Arches, domes, vaults up to 6 m span | Sqm | 13.5 | 2,154.35 | 29,083.73 |
| 9 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in mouldings as in cornices, windows sills etc, including setting in cement mortar 1:3 (1 cement : 3 coarse sand) cost of required centering, shuttering but, excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | cum | 600 | 18,234.95 | 1,09,40,970 |
| 10 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 25 | 9,504.75 | 2,37,618.75 |
| 11 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 29.86 | 9,860.4 | 2,94,431.54 |
| 12 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 15 | 7,132.25 | 1,06,983.75 |
| 13 | 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 | 15000 | 133.7 | 20,05,500 |
| 14 | Hot finished welded type tubes | Kg | 3800 | 194.4 | 7,38,720 |
| 15 | 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 | 2050 | 772.4 | 15,83,420 |
| 16 | Light shade pigment using white cement | Sqm | 1414.8 | 1,402 | 19,83,549.6 |
| 17 | Dark shade pigment using ordinary cement | Sqm | 2755.8 | 1,119.5 | 30,85,118.1 |
| 18 | 25 mm thick | Sqm | 800 | 1,948.25 | 15,58,600 |
| 19 | Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. | Sqm | 100 | 1,112.7 | 1,11,270 |
| 20 | 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 | 3000 | 738.65 | 22,15,950 |
| 21 | Gutter (600 mm over all girth) | Metre | 120 | 1,313.7 | 1,57,644 |
| 22 | 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 | 200 | 518.55 | 1,03,710 |
| 23 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 1000 | 116.9 | 1,16,900 |
| 24 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | Sqm | 1000 | 160.6 | 1,60,600 |
| 25 | Two or more coats on new work | Sqm | 400 | 146.8 | 58,720 |
| 26 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 264.96 | 2,434.25 | 6,44,978.88 |
| 27 | 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 | 169.56 | 3,551.25 | 6,02,149.95 |
| 28 | In cement mortar | cum | 10 | 2,060.2 | 20,602 |
| 29 | New work (Two or more coats) | Sqm | 100 | 288.9 | 28,890 |
| 30 | Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acrylonitrile ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer- in-charge. | Each | 200 | 206.3 | 41,260 |
| 31 | 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 | 18 | 747.8 | 13,460.4 |
| 32 | 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 | 2.7 | 10,117.6 | 27,317.52 |
| 33 | 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 1968.72 | — | 9,823.8 | 1,93,40,311.54 |
| 34 | Deduct for using of M-20 grade concrete instead of M-25 grade concrete in C.C. pavement. | cum 1968.72 | — | -203.8 | -4,01,225.14 |
| 35 | 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 | 337.5 | 2,914.3 | 9,83,576.25 |
| 36 | With granite stone of area less than 0.50 sqm. | Sqm | 800 | 4,746.2 | 37,96,960 |
| 37 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 60 | 1,091.5 | 65,490 |
| 38 | 25 mm nominal dia Pipes | Metre | 300 | 627.25 | 1,88,175 |
| 39 | 80 mm nominal dia Pipes | Metre | 80 | 2,166.35 | 1,73,308 |
| Item- 2 | of the no 1. | existing | station building | for SM | |
| Schedule total | ₹5,47,85,884.81 | ||||
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nit.pdf
NIT
ProcedureforMeasurementofworksbytheContractor.pdf
ATTACHMENT
ProcedureforLCModeofPayment.pdf
ATTACHMENT
GCCApril2022_compressed.pdf
ATTACHMENT
eTenderformApril2022.pdf
ATTACHMENT
FORMATIONBUILDINGBRIDGEPWAYWORKSJULY2024_1.pdf
ATTACHMENT
MOVEMENTOFVEHICLESNEARRAILWAYTRACK.pdf
ATTACHMENT
NEFTForm.pdf
ATTACHMENT
IRGCCACS1to11_compressed.pdf
ATTACHMENT
Safetyinstructionformachineries-merged.pdf
ATTACHMENT
SNW20july2026.pdf
ATTACHMENT
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