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Tender Value
₹7.3 Cr
EMD Value
₹5.2 L
Closing Date
8 Jan 2026, 3:30 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
WORKS
18 conditions · 3 needing a document upload
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 of GCC (along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
Regarding average annual contractual turnover, The tenderers shall submit Annexure-VIB of GCC as per proforma available in GCC/Tender Document Part A to C.
Note: Client certificate from other than Govt Organization should be duly supported by Form 16A/26AS generated through TRACES of Income Tax Department of India
(a)The tenderer must have successfully completed or substantially completed any one of the following categories of work(s) 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 the tender, or Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or One similar work each costing not less than the amount equal to 60% of advertised value of the tender.
(b) (i) In case of tenders for 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 or substantially completed any one of the following categories of work(s) 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.
(i): Separate completed works of minimum required values shall also be 1.1.1 considered for fulfillment of technical eligibility criteria for different components.
Defination of Similar Work :- Any civil Engineering work involving Fabrication and erection of steel structures
60 conditions · 6 needing a document upload
(i) A scanned copy of the Bank Guarantee shall be uploaded on e-Procurement Portal (IREPS) while applying to the tender. (ii) The original Bank Guarantee should be delivered in person to the official nominated as indicated in the tender document before closing date for submission of bids (i.e. excluding the last date of submission of bids) (iii) Non submission of scanned copy of Bank Guarantee with the bid on e-tendering portal (IREPS) and/or non submission of original Bank Guarantee within the specified period shall lead to summary rejection of bid.
The tenderers shall submit a copy of certificate stating that all their statements/documents submitted along with bid are true and factual. Standard format of certificate to be submitted by the bidder is enclosed as Annexure-XIIA or VA of GCC. Non submission of above certificate by the bidder shall result in summarily rejection of his /their bid. It shall be mandatorily incumbent upon the tenderer to identify, state and submit the supporting documents duly self attested by which they/he is qualifying the Qualifying criteria mentioned in the Tender Document.
The accepted rates should be deemed to include all taxes direct or indirect including Income Tax leviable under Central/State or Local Bodies Act or Rules.
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.
Annexure-III Constitution of the Firm with required document copies i.e., Joint Venture / Partnership Deed(s), Incorporation of Company etc.,
If the date of opening of tender is declared a holiday at a later date, the tenders will be opened on the next working day
Tenderers shall hold the offer open for acceptance for a minimum period of 60 days from the date of opening of the tender
GST: It may please be noted that the supplier of Goods and/or services for the said tender/agreement, would be subject to GST Act and rules as applicable from time to time.
Before submitting a tender, the tenderer will be deemed to have satisfied himself by actual of the site and locality of the works, that all conditions liable to be encountered during the execution of the works are taken into account and that the rates he enters in the tender forms are adequate and all inclusive to accord with the provisions in clause-37 of the IRSGCC for the completion of works to the entire satisfaction of the Engineer.
The option of payment through Letter of Credit has been enabled for all tenders whose value is equal to or greater than Rs.10 Lacs. Necessary instructions/conditions are incorporated as condition No.67 in the tender document part A to C.
Tenderers must upload details of all works on hand with them in Railways, other public sector undertakings and private sector undertakings in the proforma (ANNEXURE-IV) while submitting their offers.
All terms and conditions in the tender documents are binding on the tenderers. Manual tenders sent by Post/FAX/Courier or in Person SHALL NOT BE ACCEPTED.
The tenderers are advised to visit the site of work in their own interest and acquaint themselves with the site conditions and expected quantum of work. Tenderer should refer for Special Conditions General & Technical, which are attached to the tender document in Documents attached to the tender. These special conditions form part of the tender document and will supplement to the conditions of tender already submitted by the tenderer, IRSGCC along with updated correction slips, IRUSSR. Where are provisions of these special conditions are at variance with IRSGCC and other documents mentioned above, these Special Conditions shall prevail.
Tenderer may please note that offers received without requisite/mandatory documents as mentioned above, will be considered as invalid tender and for which contractor shall have no claim on Railway.
The tenderer s may note that the Railway reserves its right to either accept or reject any Bid/s without assigning any reasons whatsoever and tenderers shall have no claims on this account
All documents in support of fulfillment of eligibility criteria should be uploaded along with the tender. Tenders without documentary evidence in support of eligibility criteria will be summarily rejected. No post tender correspondence will be permitted and the tender shall be decided based on the documents submitted/attached with the offer only. However Railway reserves the right to verify/seek for any clarification on the documents/credentials already submitted by the tenderer along with the offer.
Contractor shall at all times keep the railway administration indemnified against all penalties that may be imposed by the Govt. of India or State Govt. for infringements or any of the clauses of the mines act and rules made there under in respect of quarries from which the ballast for these works is procured.
The contractor shall be responsible for the observance of the rules and regulations under the mines act and mineral rules and Indian Metallurgical rules and regulations of State/Central Govt. concerned as amended from time to time.
IF THE TENDERER/S DELIBERATELY GIVES WRONG INFORMATION/ CREDENTIALS/DOCUMENTS IN HIS/THEIR TENDERS AND THEREBY CREATES CIRCUMSTANCES FOR ACCEPTANCE OF HIS/THEIR TENDER, RAILWAY RESERVES THE RIGHT TO TERMINATE THE CONTRACT AT ANY STAGE, BESIDES,BANNING OF BUSINESS FOR TWO YEARS ON ENTIRE IR.
Tenderer may please note that offers received without requisite/mandatory documents as mentioned above, will be considered as invalid tender and for which contractor shall have no claim on Railway.
The tenderers may note that the Railway reserves its right to either accept or reject any Bid/s without assigning any reasons whatsoever and tenderers shall have no claims on this account.
All documents in support of fulfillment of eligibility criteria should be uploaded along with the tender. Tenders without documentary evidence in support of eligibility criteria will be summarily rejected. No post tender correspondence will be permitted and the tender shall be decided based on the documents submitted/attached with the offer only. However Railway reserves the right to verify/seek for any clarification on the documents/credentials already submitted by the tenderer along with the offer.
Contact person's: DY.CE/CN/SA Mob. No : 9003145229 & DY.CE/CN/Works/MS Mob. No : 9003145207
Beneficiary details : President of India acting through the FINANCIAL ADVISOR AD CHIEF ACCOUNTS OFFICER, CONSTRUCTION, SOUTHERN RAILWAY, Chennai - 600 008
Contract Signing Authority : President of India acting through the DEPUTY CHIEF ENGINEER ( CONSTRUCTION), SOUTHERN RAILWAY, SALEM.
Upgradation of Existing Facilities for NMG Maintainance at Sickline Shed 40 x 21 m towards SA end & 30 x 21 m towards CBE end (including ROH Facilities) Proposed Construction of C&W Office Building (G+2), Toilet Block, Drainage System HDCC Flooring, Retaining Wall & NMG Store Office at Erode.
39-CECNMS-2025-E-609545~SR
39-CECNMS-2025-E-609545
Open
Works - General
12 Months
Chennai, Tamil Nadu
₹0
₹5.2 L
8 Jan 2026
15 Dec 2025
25 Dec 2025
227 items across 7 schedules · ₹7,31,43,023.54 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Ordinary rock | cum | 75 | 412.95 | 30,971.25 |
| 2 | All kinds of soil. | cum | 2211.77 | 286.85 | 6,34,446.22 |
| 3 | Ordinary rock | cum | 481.87 | 523.5 | 2,52,258.95 |
| 4 | 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 | 2660.2 | 253.95 | 6,75,557.79 |
| 5 | 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 | 100 | 368.65 | 36,865 |
| 6 | All kinds of soil | cum | 287.4 | 104.5 | 30,033.3 |
| 7 | Ordinary or hard rock | cum | 200 | 187.4 | 37,480 |
| 8 | With Chlorpyriphos E.C. 20% with 1% concentration | Sqm | 333.25 | 256.15 | 85,361.99 |
| 9 | Foundations, footings, bases for columns | Sqm | 275 | 307.95 | 84,686.25 |
| 10 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 12.5mm nominal size derived from natural sources) | Sqm | 85 | 370.85 | 31,522.25 |
| 11 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 470 | 307.95 | 1,44,736.5 |
| 12 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 1140 | 766.55 | 8,73,867 |
| 13 | Shelves (Cast in situ) | Sqm | 10 | 766.55 | 7,665.5 |
| 14 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 1212.41 | 608.35 | 7,37,569.62 |
| 15 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 725 | 804.25 | 5,83,081.25 |
| 16 | Stairs, (excluding landings) except spiral- staircases | Sqm | 110 | 657.75 | 72,352.5 |
| 17 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 35 | 6,658.25 | 2,33,038.75 |
| 18 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 300 | 8,288.35 | 24,86,505 |
| 19 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 130 | 1,018.05 | 1,32,346.5 |
| 20 | Granite Stone of approved shade | Sqm | 5 | 3,542.85 | 17,714.25 |
| 21 | 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 | 320 | 1,063.45 | 3,40,304 |
| 22 | Second class teak wood | cum | 1.5 | 1,31,576.95 | 1,97,365.43 |
| 23 | Extra for providing ISI marked Stainless Steel butt hinges instead of M.S. pressed butt hinges bright finished of required size with necessary screws. (Shutter area to be measured). | Sqm | 50 | 147.15 | 7,357.5 |
| 24 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 30 | 3,086.1 | 92,583 |
| 25 | 300x16x5 mm | Each | 13 | 273.2 | 3,551.6 |
| 26 | 40 mm | Each | 10 | 264.9 | 2,649 |
| 27 | 200x10 mm | Each | 20 | 90.8 | 1,816 |
| 28 | 150x10 mm | Each | 20 | 75.55 | 1,511 |
| 29 | 100 mm | Each | 25 | 53.25 | 1,331.25 |
| 30 | 75 mm | Each | 28 | 46.3 | 1,296.4 |
| 31 | Twin rubber stopper | Each | 15 | 62.25 | 933.75 |
| 32 | 30 mm thick pre laminated PVC door shutters | Sqm | 128 | 2,455.1 | 3,14,252.8 |
| 33 | Providing and fixing factory made door frame (single rebate) made out of single piece extruded solid PVC foam profile with homogenous fine cellular structure having smooth outer integral skin having 62 mm width & 32 mm thickness, frame will be mitred & Jointed with self driven self tapping screws of size 38 mm x 4 mm & PVC solvent cement, including fixing the frame to wall with suitable dia & length anchor fastener as per manufacturer's specification and direction of Engineer-in- charge. | Metre | 210 | 481.85 | 1,01,188.5 |
| 34 | Fixed window / ventilator made of (small series) frame 47 x 50 mm & mullion 47 x 68 mm both having wall thickness of 1.9 +/- 0.2 mm and single glazing bead of appropriate dimension. (Area upto 0.75 sqm.) | Sqm | 10 | 7,249.9 | 72,499 |
| 35 | Three track three panels sliding window with fly proof SS wire mesh (Two nos. glazed & one no. wire mesh panels) made of (small series) frame 92 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 +/- 0.2 mm and single glazing bead of appropriate dimension (Area of window upto 1.75 sqm). | Sqm | 80 | 10,030.3 | 8,02,424 |
| 36 | 80x1.20 mm M.S. laths with 1.20 mm thick top cover | Sqm | 25 | 2,868.3 | 71,707.5 |
| 37 | Providing and fixing ball bearing for rolling shutters. | Each | 4 | 424.2 | 1,696.8 |
| 38 | Exceeding 10.00 sqm and upto 16.80 sqm in the area | Sqm | 25 | 1,108.7 | 27,717.5 |
| 39 | Extra for providing grilled rolling shutters manufactured out of 8 mm dia M.S. bar instead of laths as per design approved by Engineer-in- charge, (area of grill to be measured). | Sqm | 25 | 668.95 | 16,723.75 |
| 40 | Providing and fixing bolts including nuts and washers complete. | Kg | 10 | 140.15 | 1,401.5 |
| 41 | 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, i/c 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 | 500 | 612.25 | 3,06,125 |
| 42 | Medium shade pigment using 50% white cement 50% Grey cement | Sqm | 200 | 1,160 | 2,32,000 |
| 43 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. | Sqm | 129 | 935.6 | 1,20,692.4 |
| 44 | Size of Tile 600x600 mm | Sqm | 1000 | 1,416.65 | 14,16,650 |
| 45 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 10 | 2,589.9 | 25,899 |
| 46 | 110 mm diameter | Metre | 120 | 319.75 | 38,370 |
| 47 | 75x75x75 mm | Each | 10 | 141.55 | 1,415.5 |
| 48 | 110x110x110 mm | Each | 11 | 190.75 | 2,098.25 |
| 49 | 110 mm Shoe | Each | 11 | 115.95 | 1,275.45 |
| 50 | 110 mm | Each | 130 | 309.5 | 40,235 |
| 51 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. | Each | 15 | 47.9 | 718.5 |
| 52 | 1:4 (1 cement: 4 fine sand) | Sqm | 3000 | 361.3 | 10,83,900 |
| 53 | 1:3 (1 cement : 3 fine sand) | Sqm | 950 | 253.05 | 2,40,397.5 |
| 54 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 1500 | 214.3 | 3,21,450 |
| 55 | New work (three or more coats) | Sqm | 950 | 32.45 | 30,827.5 |
| 56 | New work (two or more coats) with a base coat of white washing with lime | Sqm | 225 | 44.25 | 9,956.25 |
| 57 | Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm | Sqm | 2200 | 158.95 | 3,49,690 |
| 58 | Two or more coats on new work | Sqm | 150 | 131.45 | 19,717.5 |
| 59 | In cement mortar | cum | 100 | 1,698.45 | 1,69,845 |
| 60 | In cement mortar | cum | 15 | 2,027.1 | 30,406.5 |
| 61 | Of area 3 sq. metres and below | Each | 28 | 302.7 | 8,475.6 |
| 62 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. | Sqm | 1766.2 | 180.5 | 3,18,799.1 |
| 63 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. | cum | 100 | 7,399.2 | 7,39,920 |
| 64 | 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 paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge. | cum | 100 | 2,803.65 | 2,80,365 |
| 65 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 4 | 5,781.35 | 23,125.4 |
| 66 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 13 | 5,540.55 | 72,027.15 |
| 67 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 19 | 5,268.85 | 1,00,108.15 |
| 68 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 17 | 2,275 | 38,675 |
| 69 | 510x1040 mm bowl depth 250 mm | Each | 1 | 6,008.45 | 6,008.45 |
| 70 | 32 mm dia | Each | 13 | 90.95 | 1,182.35 |
| 71 | Providing and fixing 600x450 mm beveled 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 | 5 | 1,411.15 | 7,055.75 |
| 72 | Rectangular shape 1500x450 mm | Each | 5 | 1,817.2 | 9,086 |
| 73 | Sand cast iron S&S as per IS: 3989 | Each | 20 | 1,604.1 | 32,082 |
| 74 | 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. | Each | 10 | 600.35 | 6,003.5 |
| 75 | 25 mm nominal dia Pipes | Metre | 120 | 408.55 | 49,026 |
| 76 | 40 mm nominal dia Pipes | Metre | 20 | 674.35 | 13,487 |
| 77 | 15 mm nominal dia Pipes | Metre | 40 | 441.15 | 17,646 |
| 78 | 15 mm dia nominal bore | Metre | 90 | 485.2 | 43,668 |
| 79 | 25 mm dia nominal bore | Metre | 100 | 417.95 | 41,795 |
| 80 | 15 mm nominal bore | Each | 20 | 303.85 | 6,077 |
| 81 | 25 mm nominal bore | Each | 7 | 532.35 | 3,726.45 |
| 82 | 40 mm nominal bore | Each | 2 | 707.3 | 1,414.6 |
| 83 | 15 mm nominal bore | Each | 10 | 348.85 | 3,488.5 |
| 84 | 100 mm diameter | Each | 5 | 166.35 | 831.75 |
| 85 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 | Each | 7 | 17,577.9 | 1,23,045.3 |
| 86 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 | Each | 4 | 24,388.85 | 97,555.4 |
| 87 | 25 mm nominal bore | Each | 5 | 789.95 | 3,949.75 |
| 88 | 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. | Litre | 4000 | 9.7 | 38,800 |
| 89 | 15 mm nominal bore | Each | 30 | 434.2 | 13,026 |
| 90 | 15 mm nominal bore | Each | 20 | 594.75 | 11,895 |
| 91 | 15mm nominal bore | Each | 24 | 500.35 | 12,008.4 |
| 92 | 100 mm nominal dia | Each | 25 | 33.2 | 830 |
| 93 | Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. | Each | 5 | 96.75 | 483.75 |
| 94 | 15 mm nominal bore with 45 cm length | Each | 10 | 107.9 | 1,079 |
| 95 | 250 mm diameter | Metre | 120 | 1,293.9 | 1,55,268 |
| 96 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 22 | 2,453.55 | 53,978.1 |
| 97 | With average thickness of 120 mm and minimum thickness at khurra as 65 mm. | Sqm | 350 | 1,522.95 | 5,33,032.5 |
| Schedule total | ₹1,65,59,064.45 | ||||
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