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Tender Value
₹11.1 Cr
EMD Value
₹22.2 L
Closing Date
22 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.
Provision of facilities for Divyangjan at 10 Number of Stations in AJJ - CGL Section. CJ (NSG 4), TMLP, WJ, PALR (NSG 6), TKO, NTT, PYV, VB, RDY (HG 3), CJE (HG 1).
MAS17OF26073W
MAS17OF26073W
Open
Works - General
4 Months
Chennai, Tamil Nadu
₹0
₹22.2 L
22 Jun 2026
30 May 2026
8 Jun 2026
87 items across 2 schedules · ₹70,10,250 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 1778.88 | 177.5 | 3,15,751.2 |
| 2 | 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 | 685.9 | 196 | 1,34,436.4 |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 69.12 | 2,123.75 | 1,46,793.6 |
| 4 | All kinds of soil | Sqm | 1809 | 34.15 | 61,777.35 |
| 5 | 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 | 1809 | 17.6 | 31,838.4 |
| 6 | 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 | 106.8 | 8,340.85 | 8,90,802.78 |
| 7 | 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 | 128.16 | 10,357.55 | 13,27,423.61 |
| 8 | Foundations, footings, bases for columns | Sqm | 236.16 | 392.15 | 92,610.14 |
| 9 | Concrete of M10 grade with minimum cement content of 220 kg /cum | cum | 197.82 | 7,936.1 | 15,69,919.3 |
| 10 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 1723.68 | 392.15 | 6,75,941.11 |
| 11 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 321.6 | 927.25 | 2,98,203.6 |
| 12 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 1302 | 736.4 | 9,58,792.8 |
| 13 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 1603 | 961.3 | 15,40,963.9 |
| 14 | Providing and filling in position, blown bitumen in expansion joints. | cum | 15.84 | 74,854.65 | 11,85,697.66 |
| 15 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 563.04 | 9,504.75 | 53,51,554.44 |
| 16 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 216.27 | 9,860.4 | 21,32,508.71 |
| 17 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 516 | 7,132.25 | 36,80,241 |
| 18 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 1737.7 | 9105.95 15823409.32 | — |
| 19 | cement mortar 1:4 (1 cement : 4 coarse sand) | Sqm | 101 | 905.05 | 91,410.05 |
| 20 | Providing and fixing Ist quality ceramic glazed wall 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 | 446.4 | 1,267.95 | 5,66,012.88 |
| 21 | Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150 mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). | Each | 80 | 228.85 | 18,308 |
| 22 | 200x10 mm | Each | 40 | 358.4 | 14,336 |
| 23 | 100x10 mm | Each | 40 | 197.5 | 7,900 |
| 24 | 250x16x5 mm | Each | 40 | 308 | 12,320 |
| 25 | 75x63x4 mm | Each | 120 | 87.9 | 10,548 |
| 26 | 100x10 mm | Each | 80 | 64.7 | 5,176 |
| 27 | 100 mm | Each | 80 | 59.55 | 4,764 |
| 28 | Using R1 series with frame (33mm & above ) x (35mm & above). (Height upto 0.90 meter) | Sqm | 9 | 8,247.25 | 74,225.25 |
| 29 | 200 mm | Each | 80 | 186.65 | 14,932 |
| 30 | 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 | 1582 | 117.35 | 1,85,647.7 |
| 31 | 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 | 700 | 133.7 | 93,590 |
| 32 | Hot finished welded type tubes | Kg | 3724 | 194.4 | 7,23,945.6 |
| 33 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 364 | 97.2 | 35,380.8 |
| 34 | Providing and fixing bolts including nuts and washers complete. | Kg | 1500 | 159.35 | 2,39,025 |
| 35 | 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 | 1800 | 772.4 | 13,90,320 |
| 36 | Medium shade pigment using 50% white cement 50% Grey cement | Sqm | 3227.4 | 1,328.35 | 42,87,116.79 |
| 37 | Size of Tile 600 x 600 mm | Sqm | 281.12 | 1,464.85 | 4,11,798.63 |
| 38 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 240 | 4,481.3 | 10,75,512 |
| 39 | 75 mm diameter | Metre | 300 | 248.8 | 74,640 |
| 40 | 110 mm diameter | Metre | 4140 | 377.4 | 15,62,436 |
| 41 | 75 mm | Each | 50 | 91.7 | 4,585 |
| 42 | 110 mm | Each | 50 | 136.15 | 6,807.5 |
| 43 | 75x75x75 mm | Each | 40 | 164.2 | 6,568 |
| 44 | 110x110x110 mm | Each | 40 | 234.15 | 9,366 |
| 45 | 110 mm bend | Each | 30 | 150.35 | 4,510.5 |
| 46 | 75 mm Shoe | Each | 35 | 93.1 | 3,258.5 |
| 47 | 110 mm Shoe | Each | 35 | 131.85 | 4,614.75 |
| 48 | 75 mm | Each | 100 | 369.85 | 36,985 |
| 49 | 110 mm | Each | 100 | 371.3 | 37,130 |
| 50 | 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 | 308 | 738.65 | 2,27,504.2 |
| 51 | 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 | 9572.8 | 518.55 | 49,63,975.44 |
| 52 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 9572.79 | 116.9 | 11,19,059.15 |
| 53 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works | Sqm | 1000 | 67.4 | 67,400 |
| 54 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat) | Sqm | 1000 | 36.1 | 36,100 |
| 55 | Two or more coats on new work | Sqm | 10110.9 | 155.9 | 15,76,289.31 |
| 56 | Two or more coats on new work | Sqm | 1000 | 146.8 | 1,46,800 |
| 57 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 75 | 2,434.25 | 1,82,568.75 |
| 58 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. | Sqm | 240 | 972 | 2,33,280 |
| 59 | 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 | 1766 | 9,823.8 | 1,73,48,830.8 |
| 60 | 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 | 1613.7 | 2,017.6 | 32,55,801.12 |
| 61 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 12 | 6,767.4 | 81,208.8 |
| 62 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 16 | 6,515.55 | 1,04,248.8 |
| 63 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 40 | 6,258.75 | 2,50,350 |
| 64 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 30 | 2,648.85 | 79,465.5 |
| 65 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to European type W.C. of quality and make as approved by Engineer - in - charge. | Each | 16 | 349.15 | 5,586.4 |
| 66 | 32 mm dia | Each | 16 | 103.9 | 1,662.4 |
| 67 | Providing and fixing 600x450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. | Each | 16 | 1,607.95 | 25,727.2 |
| 68 | Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms | Each | 12 | 375.65 | 4,507.8 |
| 69 | 15 mm nominal dia Pipes | Metre | 600 | 244.7 | 1,46,820 |
| 70 | 25 mm nominal dia Pipes | Metre | 700 | 355.4 | 2,48,780 |
| 71 | 25 mm nominal bore | Each | 50 | 622.4 | 31,120 |
| 72 | 20 mm nominal bore | Each | 50 | 539.95 | 26,997.5 |
| 73 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | Per Litre | 10000 | 11 | 1,10,000 |
| 74 | 15 mm nominal bore | Each | 120 | 506.8 | 60,816 |
| 75 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 8 | 52,969.1 | 4,23,752.8 |
| 76 | 300 mm dia piles | Metre | 504 | 3,065.6 | 15,45,062.4 |
| 77 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 50 | 495.05 | 24,752.5 |
| 78 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 35 | 1,176.8 | 41,188 |
| 79 | Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment). | Kg | 40 | 638.35 | 25,534 |
| 80 | Frame size 65 x 100 mm | Metre | 200 | 1,111.3 | 2,22,260 |
| 81 | 30 mm thick | Sqm | 80 | 4,346.7 | 3,47,736 |
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ProcedureforMeasurementofworksbytheContractor.pdf
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ProcedureforLCModeofPayment.pdf
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GCCApril2022_compressed.pdf
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eTenderformApril2022.pdf
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IRGCCACS1to11_compressed.pdf
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SNWmasterlistason09012026.pdf
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FORMATIONBUILDINGBRIDGEPWAYWORKSJULY2024_1.pdf
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MOVEMENTOFVEHICLESNEARRAILWAYTRACK.pdf
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