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Tender Value
₹3.0 Cr
EMD Value
₹6.1 L
Closing Date
1 Oct 2026, 3:00 pm
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.
F1-Any Civil Engineering work involving fabrication anderection of steel structure
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.
Tondiarpet(TNPM)-Creation of NMG IOH facilities at TNPM yard.
MAS24OF26137E~SR
MAS24OF26137E
Open
Works - General
12 Months
Chennai, Tamil Nadu
₹0
₹6.1 L
8 Sept 2026
8 Sept 2026
17 Sept 2026
92 items across 1 schedule · ₹2,89,50,248.32 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 5km | cum 45.22 | — | 271.45 | 12,273.88 |
| 2 | 5km | Tonne 68 | — | 193.03 | 13,126.04 |
| 3 | Beyond 5 km upto 10 km per km | tonne- 612 Km | — | 13.76 | 8,421.12 |
| 4 | Beyond 10 km upto 20 km per km | tonne- 952 Km | — | 11.22 | 10,681.44 |
| 5 | All kinds of soil | cum 765 | — | 205.45 | 1,57,169.25 |
| 6 | Pipes, cables etc, not exceeding 80 mm dia. | Metre 49 | — | 255.55 | 12,521.95 |
| 7 | Depth exceeding 1.5 m but not exceeding 3 m | Sqm 19 | — | 169.35 | 3,217.65 |
| 8 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | cum 472.61 | — | 253.95 | 1,20,018.8 |
| 9 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum 49.24 | — | 2,161.2 | 1,06,417.49 |
| 10 | All kinds of soil | Sqm 100 | — | 28.15 | 2,815 |
| 11 | 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 150 | — | 14.5 | 2,175 |
| 12 | Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge. | cum 45 | — | 76.7 | 3,451.5 |
| 13 | 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 45 | — | 6,833.4 | 3,07,503 |
| 14 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | cum 4.24 | — | 6,326.05 | 26,822.45 |
| 15 | Foundations, footings, bases for columns | Sqm 23 | — | 307.95 | 7,082.85 |
| 16 | Concrete of M25 grade with minimum cement content of 300 kg /cum. (Note: The permissible utilization of Recycled Concrete Aggregate (RCA) as coarse aggregate and fine aggregate is 25% each). | cum 350 | — | 8,423.65 | 29,48,277.5 |
| 17 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm 130 | — | 307.95 | 40,033.5 |
| 18 | Suspended floors, roofs, landings, balconies and access platform | Sqm 60 | — | 766.55 | 45,993 |
| 19 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm 217 | — | 608.35 | 1,32,011.95 |
| 20 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm 172 | — | 804.25 | 1,38,331 |
| 21 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm 905 | — | 319.25 | 2,88,921.25 |
| 22 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum 14 | — | 8,683.8 | 1,21,573.2 |
| 23 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum 25 | — | 10,306.2 | 2,57,655 |
| 24 | Extra for R.C.C./ B.M.C/ R.M.C. work above floor V level for each four floors or part thereof. | cum 13 | — | 280.95 | 3,652.35 |
| 25 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum 94 | — | 6,882 | 6,46,908 |
| 26 | 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 100000 | — | 111.95 | 1,11,95,000 |
| 27 | Hot finished welded type tubes | Kg 800 | — | 154.9 | 1,23,920 |
| 28 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg 1456 | — | 88.5 | 1,28,856 |
| 29 | Providing and fixing bolts including nuts and washers complete. | Kg 691.2 | — | 140.15 | 96,871.68 |
| 30 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg 4000 | — | 142.3 | 5,69,200 |
| 31 | G.I. pipes | Kg 400 | — | 180.2 | 72,080 |
| 32 | Acid and alkali resistant tile | Sqm 1000 | — | 1,515.45 | 15,15,450 |
| 33 | 110 mm diameter | Metre 120 | — | 319.75 | 38,370 |
| 34 | 110 mm | Each 18 | — | 119.95 | 2,159.1 |
| 35 | 110 mm bend | Each 18 | — | 132 | 2,376 |
| 36 | 110 mm Shoe | Each 18 | — | 115.95 | 2,087.1 |
| 37 | 110 mm | Each 90 | — | 309.5 | 27,855 |
| 38 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in- charge) 0.50 mm (+ 0.05 %) total coated thickness 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 2100 | — | 671.55 | 14,10,255 |
| 39 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). | Sqm 410.4 | — | 442.75 | 1,81,704.6 |
| 40 | New work (two or more coats) over and including water thinnable priming coat with cement primer | Sqm 410.4 | — | 162.55 | 66,710.52 |
| 41 | Water thinnable cement primer | Sqm 334 | — | 64.45 | 21,526.3 |
| 42 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | Sqm 334 | — | 166.85 | 55,727.9 |
| 43 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works | Sqm 15000 | — | 55.5 | 8,32,500 |
| 44 | Two or more coats on new work | Sqm 15000 | — | 121.45 | 18,21,750 |
| 45 | 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 650 | — | 2,928.1 | 19,03,265 |
| 46 | 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 54000 | — | 4.65 | 2,51,100 |
| 47 | Extra for dismantling trusses, rafters, purlins etc. of steel work for every additional height of one metre or part thereof beyond 5 metres. | kg per 8000 metre height | — | 0.7 | 5,600 |
| 48 | Dismantling cement asbestos or other hard board ceiling or partition walls including stacking of serviceable materials and disposal of unserviceable materials within 50 metres lead. | Sqm 2610 | — | 46.5 | 1,21,365 |
| 49 | 15 mm to 40 mm nominal bore | Metre 250 | — | 124.1 | 31,025 |
| 50 | Above 150 mm dia up to 300 mm dia | Metre 100 | — | 448.15 | 44,815 |
| 51 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | cum 150 | — | 219.35 | 32,902.5 |
| 52 | 20 mm nominal dia Pipes | Metre 100 | — | 325.1 | 32,510 |
| 53 | 25 mm nominal dia Pipes | Metre 250 | — | 408.55 | 1,02,137.5 |
| 54 | 20 mm nominal dia Pipes | Metre 60 | — | 513.75 | 30,825 |
| 55 | 25 mm nominal dia Pipes | Metre 200 | — | 370.65 | 74,130 |
| 56 | 50 mm nominal dia Pipes | Metre 105 | — | 811.85 | 85,244.25 |
| 57 | 25 mm dia nominal bore | Metre 300 | — | 417.95 | 1,25,385 |
| 58 | 50 mm dia nominal bore | Metre 600 | — | 654.2 | 3,92,520 |
| 59 | 80 mm dia nominal bore | Metre 1000 | — | 919.1 | 9,19,100 |
| 60 | 25 to 40 mm nominal bore | Each 75 | — | 757.1 | 56,782.5 |
| 61 | 50 to 80 mm nominal bore | Each 60 | — | 1,513.7 | 90,822 |
| 62 | 15 mm nominal bore | Each 28 | — | 303.85 | 8,507.8 |
| 63 | 25 mm nominal bore | Each 10 | — | 532.35 | 5,323.5 |
| 64 | 32 mm nominal bore. | Each 4 | — | 589.9 | 2,359.6 |
| 65 | 50 mm nominal bore | Each 26 | — | 878.25 | 22,834.5 |
| 66 | 80 mm nominal bore | Each 6 | — | 2,227.6 | 13,365.6 |
| 67 | 25 mm nominal bore | Each 60 | — | 399.15 | 23,949 |
| 68 | Horizontal | Each 1 | — | 3,134.8 | 3,134.8 |
| 69 | Vertical | Each 1 | — | 3,536.15 | 3,536.15 |
| 70 | Up to 300 mm dia | Quintal 10 | — | 8,191.75 | 81,917.5 |
| 71 | Supplying pig lead at site of work. | Quintal 2 | — | 28,116.2 | 56,232.4 |
| 72 | Class I | Each 5 | — | 5,980.45 | 29,902.25 |
| 73 | Class I | Each 5 | — | 11,609.5 | 58,047.5 |
| 74 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 | Each 5 | — | 10,102.5 | 50,512.5 |
| 75 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 | Each 5 | — | 17,577.9 | 87,889.5 |
| 76 | 25 mm diameter pipe | Metre 300 | — | 25.6 | 7,680 |
| 77 | 50 mm diameter pipe | Metre 650 | — | 43.05 | 27,982.5 |
| 78 | 80 mm diameter pipe | Metre 1000 | — | 36.4 | 36,400 |
| 79 | 25 mm diameter pipe | Metre 300 | — | 164.1 | 49,230 |
| 80 | 50 mm diameter pipe | Metre 650 | — | 176.9 | 1,14,985 |
| 81 | 80 mm diameter pipe | Metre 1000 | — | 287.7 | 2,87,700 |
| 82 | Up to 6 metres depth | Metre 15 | — | 618 | 9,270 |
| 83 | Beyond 6 m and up to 12 m depth | Metre 15 | — | 730.95 | 10,964.25 |
| 84 | Beyond 12 m and up to 18 m depth | Metre 15 | — | 847.35 | 12,710.25 |
| 85 | Providing and fixing to filter and lowering to proper levels 40 mm G.I. pipe for tube well including cleaning and priming the tube well. | Metre 15 | — | 499.8 | 7,497 |
| 86 | 25 mm nominal bore | Each 15 | — | 369.35 | 5,540.25 |
| 87 | 50 mm nominal bore | Each 25 | — | 706.7 | 17,667.5 |
| 88 | 80 mm nominal bore | Each 6 | — | 1,061.25 | 6,367.5 |
| 89 | 20 mm nominal bore | Each 10 | — | 709.7 | 7,097 |
| 90 | 25 mm nominal bore | Each 15 | — | 789.95 | 11,849.25 |
| 91 | 50 mm nominal bore | Each 6 | — | 1,280.3 | 7,681.8 |
| 92 | Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. | Each 3 | — | 377.1 | 1,131.3 |
| Schedule total | ₹2,89,50,248.32 | ||||
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