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Tender Value
₹4.6 Cr
EMD Value
₹9.3 L
Closing Date
27 Jul 2026, 2:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
BUILDING
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" 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, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet. Non submission of the above,the offer will be summarily rejected.(Ref : Advance Correction Slip No.1 dt:14/07/2022 to IRSGCC- 2022 ).
As per Clause 10.1 of Part-I of IRSGCC-April 2022: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: (i) Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or (ii) Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or (iii) One similar work costing not less than the amount equal to 60% of advertised value ofthe tender. Note for Item 10.1: Work experience certificate from private individual shall not be considered. However, in addition to work experience certificates issued by any Govt. Organisation, work experience certificate issued by Public listed company having average annual turnover of Rs 500 crore and above in last 3 financial years excluding the current financial year, listed on National Stock Exchange or Bombay Stock Exchange, incorporated/registered at least 5 years prior to the date of closing of tender, shall also be considered provided the work experience certificate has been issued by a person authorized by the Public listed company to issue such certificates. In case tenderer submits work experience certificate issued by public listed company, the tenderer shall also submit along with work experience certificate, the relevant copy of work order, bill of quantities, bill wise details of payment received duly certified by Chartered Accountant, TDS certificates for all payments received and copy of final/last bill paid by company in support of above work experience certificate.
Eligibility criteria for single similar work previously executed : Any civil engineering work except track work / transportation.
51 conditions · 8 needing a document upload
Whether required test certificates/samples, if any have been uploaded?
Tenderers are requested to ensure the uploading of mandatory documents under the relevant tabs as per check list and put(tick) mark wherever applicable as per CE/Works/Chennai letter No.W.496/Tender policy dt.03.07.2023. The check list is available under DOCUMENTS tab. The check list is only exhaustive. Tenderer should ensure that all the documents required as per relevant clauses are uploaded. The mere submission of documents mentioned in the check list alone will not qualify for the eligibility of the tender.
Multiple L-1 :- In case of more than one L-1 bidders, tender may be awarded to tenderer having higher bid capacity. In case bid capacity is also the same, tenderer having done more value of similar work in last three previous financial years and the current financial year up to the date of opening of tender may be selected for award. Railway reserves the right and may seek the above details within specified period, if not submitted by the tenderers along with the bid.
The contractor should ensure that the staff employed are physically fit, with a sound mind and of good character. To this effect, necessary police clearance certificate should be obtained from local police authorities before the contractor's staff are put into service. This will be in accordance with the Railway Board Letter No. 2020/Sec(CCB)/45/50/Misc Dt.03.02.2020. Refer Annexure I & II.
Advance Correction Slip No.11 to the Indian Railway Standard General Conditions of Contract (April 2022) has been incorporated and copy uploaded for reference.
Bidders are requested to submit the Performance Guarantee (PG) strictly in accordance with the new prescribed format and within the stipulated timeline to avoid any delay in processing. (Copy enclosed)
Maintenance period of four (4) years shall be stipulated for works involving construction of ROB/RUB/LHS, new Rail Bridges/ROR, and rebuilding of existing bridges, to ensure quality and standardization across Zonal Railways; whereas, for construction of quarters and other buildings, a maintenance period of up to three (3) years shall be applicable as per Dy. CVO/Engg letter No. VO/E/Sys.Imp dated 17/02/2026.
All the contracts on works/goods/services will be subject to the new GST act as applicable from time to time. Contractors have to register themselves with GST authorities and to furnish the GST registration number in order to process the bills from 01.07.2017
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.
Deployment Of Qualified Engineers At Work Sites By The Contractor. The contractor shall also employ Qualified Graduate Engineer or Qualified Diploma Holder Engineer, based on value of contract, as may be prescribed by the Ministry of Railways through separate instructions from time to time.(As per RB ltr no.2012/CE-I/CT/O/20 dt:10.05.2013)
One qualified Graduate Engineer when the cost of the work is Rs. 200 lakhs and above.
One qualified Diploma holder Engineer when the cost of the work to be executed is more than Rs.25 lakhs but less than Rs.200 lakhs.
In case the contractor fails to employ the technical staff as aforesaid, he shall be liable to pay a an amount of Rs.40,000/ (Rupees Forty thousand) for each month or part thereof for the default incase of Graduate Engineer and Rs.25,000/- (Rupees Twenty five thousand) for each month or part thereof for the default in case of Diploma holder (Engineer)
I/WE also hereby agree to abide by the INDIAN RAILWAY GENERAL CONDITIONS OF CONTRACT- April 2022, with all correction slips up to date and to carry out the works accordingly.
Until a formal agreement is prepared and executed, acceptance of this tender shall constitute a binding contract between us subject to modifications, as may be mutually agreed to between us and indicated in the letter of acceptance of my/our offer for this work.
I/We also agree to keep this tender open for acceptance for a period of 60 days from the date fixed for opening the same
I/We offer to do the work for DRM/W/O/SA, at the rates quoted in the attached schedule and hereby bind myself/ourselves to complete the work in all respects within the period of completion stipulated in the tender document, from the date of issue of letter of acceptance of the tender. The Bid security shall stand forfeited without prejudice to any other right or remedies in case my/our Tender is accepted and if : (a) I/We do not execute the contract documents as stipulated in performance guarantee clause of GCC as detailed in general instructions. (b) I/We do not commence the work within seven days after receipt of orders to that effect.
I/We hereby Confirm that the rates, rebates and/or other financial terms, if any, quoted by us in the relevant fields of the Financial Bid page will only be the ruling terms for deciding the inter-se ranking, and any such condition having financial repercussions, if quoted by us anywhere else including attached documents shall not be considered for deciding inter-se ranking
However, Railways shall have the right to incorporate any such condition quoted by us, in the contract, at their discretion, if contract is placed on us.
I/We have read the various conditions attached/ referred to in this tender document, and agree to abide by the said conditions.
A tenderer claiming credentials as an individual for their share in a partnership firm, has to submit both the deeds of (i) partnership deed, showing % of their share and (ii) retirement deed from the partnership firm(or) deed showing the closure of business operations of the partnership firm, as applicable. Failing to submit the above deeds, the offer of the tenderer will be summarily rejected.
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) I 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 Cl.14 of GCC-Part-l and as per a)Clause 17 of GCC - Part-1, for JV b)Clause 18 of GCC - Part-I, for Partnership Firm.
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)
Submission of physically signed Annexure-V by the tenderer is discontinued vide Rly Bd letter dt:14/05/2024 (Uploaded)
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 my be. Non-submission of the above Certificate(s) by the bidder shall result in summarily rejection of his/their bid
Provision of Minimum Essential Amenities (MEA) and other additional Divyanjan facilities in over all Salem Division. (For DEN/Central/SA Jurisdiction)
SA-OT-07-2026-03
SA-OT-07-2026-03
Open
Works - General
4 Months
Salem, Tamil Nadu
₹0
₹9.3 L
27 Jul 2026
3 Jul 2026
13 Jul 2026
75 items across 2 schedules · ₹4,62,72,319.61 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 1km | cum | 130 | 174.04 | 22,625.2 |
| 2 | 3km | cum | 312 | 219.03 | 68,337.36 |
| 3 | 5km | cum | 130 | 261.35 | 33,975.5 |
| 4 | All kinds of soil | cum 291.06 | — | 177.5 | 51,663.15 |
| 5 | 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 105.03 | — | 196 | 20,585.88 |
| 6 | 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 | 110 | 700.5 | 77,055 |
| 7 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 46.8 | 7,878.5 | 3,68,713.8 |
| 8 | 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 37.03 | — | 7,294.7 | 2,70,122.74 |
| 9 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm 55.44 | — | 392.15 | 21,740.8 |
| 10 | Suspended floors, roofs, landings, balconies and access platform | Sqm 35.77 | — | 927.25 | 33,167.73 |
| 11 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm 168.9 | — | 736.4 | 1,24,377.96 |
| 12 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm 121.44 | — | 961.3 | 1,16,740.27 |
| 13 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding 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 | 7.2 | 10,585.9 | 76,218.48 |
| 14 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum 47.65 | — | 9,504.75 | 4,52,901.34 |
| 15 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum 19.39 | — | 9,860.4 | 1,91,193.16 |
| 16 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal 22.12 | — | 733.5 | 16,225.02 |
| 17 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum 14.07 | — | 7,132.25 | 1,00,350.76 |
| 18 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum 50.93 | — | 9,105.95 | 4,63,766.03 |
| 19 | Area of slab upto 0.50 sqm | Sqm | 3.24 | 5,413.5 | 17,539.74 |
| 20 | Granite work | Metre | 21.6 | 510.95 | 11,036.52 |
| 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 203.86 | — | 1,267.95 | 2,58,484.29 |
| 22 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 275 | 238.35 | 65,546.25 |
| 23 | 125x64x1.90 mm | Each | 22 | 118.2 | 2,600.4 |
| 24 | 200x10 mm | Each | 11 | 99.7 | 1,096.7 |
| 25 | 150x10 mm | Each | 11 | 82.55 | 908.05 |
| 26 | Using R1 series with frame (33mm & above ) x (35mm & above). (Height upto 0.90 meter) | Sqm | 3.96 | 8,247.25 | 32,659.11 |
| 27 | Using R2 series with frame (39mm & above) x (39mm & above) & sash (39mm & above) x (60mm & above) & mullion (39mm & above) x (60mm & above). (Height upto 1.2 meter). | Sqm | 36 | 13,078.7 | 4,70,833.2 |
| 28 | Using R3 series with frame (55 mm & above) x (50mm & above) & sash (55 mm & above) x (85mm & above) (Height upto 2.5 meter). | Sqm | 54.4 | 12,496.05 | 6,79,785.12 |
| 29 | 200 mm | Each | 22 | 186.65 | 4,106.3 |
| 30 | 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 7233.26 | — | 772.4 | 55,86,970.02 |
| 31 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 25 | 8,595.15 | 2,14,878.75 |
| 32 | Dark shade pigment using ordinary cement | Sqm 89.54 | — | 1,450 | 1,29,833 |
| 33 | Dark shade pigment using ordinary cement | Sqm 15721.6 | — | 1,119.5 | 1,76,00,331.2 |
| 34 | 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 62.08 | — | 1,096.55 | 68,073.82 |
| 35 | 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 885.33 | — | 1,112.7 | 9,85,106.69 |
| 36 | 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 all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sq.m including pointing the joints with white cement and matching pigments etc., complete. | Sqm 147.75 | — | 1,315.3 | 1,94,335.58 |
| 37 | Size of Tile 600 x 600 mm | Sqm | 300 | 1,453.65 | 4,36,095 |
| 38 | 0.80 mm thick with zinc coating not less than 275 gm/m2 | Metre | 960 | 1,029.65 | 9,88,464 |
| 39 | 110 mm diameter | Metre | 468 | 377.4 | 1,76,623.2 |
| 40 | 110 mm | Each | 84 | 136.15 | 11,436.6 |
| 41 | 110x110x110 mm | Each | 84 | 234.15 | 19,668.6 |
| 42 | 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 8971 | — | 738.65 | 66,26,429.15 |
| 43 | 1:6 (1 cement: 6 fine sand) | Sqm 573.98 | — | 333.35 | 1,91,336.23 |
| 44 | 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 573.98 | — | 193.7 | 1,11,179.93 |
| 45 | Two or more coats on new work | Sqm | 3.96 | 155.9 | 617.36 |
| 46 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 78 | 2,434.25 | 1,89,871.5 |
| 47 | In cement mortar | cum | 10.8 | 2,060.2 | 22,250.16 |
| 48 | For thickness of tiles 10 mm to 25 mm | Sqm 13906 | — | 73.4 | 10,20,700.4 |
| 49 | For thickness of tiles above 25 mm and up to 40 mm | Sqm 1500 | — | 113.35 | 1,70,025 |
| 50 | G.S. Sheet | Sqm 8971 | — | 164.95 | 14,79,766.45 |
| 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 | 755 | 263.95 | 1,99,282.25 |
| 52 | Scarifying metalled (water-bound) road surface including disposal of rubbish, lead upto 50 m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity. | Sqm | 66 | 33.3 | 2,197.8 |
| 53 | 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 5000 | — | 747.8 | 37,39,000 |
| 54 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 24 | 6,767.4 | 1,62,417.6 |
| 55 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each | 27 | 1,879.2 | 50,738.4 |
| 56 | 32 mm dia | Each | 16 | 119.55 | 1,912.8 |
| 57 | 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 | 11 | 1,607.95 | 17,687.45 |
| 58 | 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms | Each | 11 | 673.4 | 7,407.4 |
| 59 | 25 mm nominal dia Pipes | Metre | 430 | 401.55 | 1,72,666.5 |
| 60 | 40 mm nominal dia Pipes | Metre | 100 | 702.95 | 70,295 |
| 61 | 50 mm nominal dia Pipes | Metre | 100 | 934.15 | 93,415 |
| 62 | 20 mm nominal dia Pipes | Metre | 100 | 537.6 | 53,760 |
| 63 | 25 mm nominal dia Pipes | Metre | 550 | 355.4 | 1,95,470 |
| 64 | 50 mm nominal dia Pipes | Metre | 50 | 794.25 | 39,712.5 |
| 65 | 20 mm nominal bore | Each | 22 | 379.2 | 8,342.4 |
| 66 | 25 mm nominal bore | Each | 22 | 464.05 | 10,209.1 |
| 67 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 204 | 125.6 | 25,622.4 |
| 68 | 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 | 22 | 111.45 | 2,451.9 |
| 69 | Design supply & installation of suspended Spider Glazing system designed to withstand the wind pressure as per IS 875 (Part-III). The Suspended System held with Spider Fittings of SS-316 Grade Steel of approved manufacturer with glass panel having 12 mm thick clear toughened glass held together with SS- 316 Grade Stainless steel Spider & bolt assembly with laminated glass fins 21 mm thick. The Glass fins and glass panel assembly shall be connected to Slab/beams by means of SS- 316 Grade stainless steel brackets & Anchor bolts and at the bottom using SS channel of 50x25x2 mm using fastener & anchor bolts, non staining weather sealants of approved make, Teflon/ nylon bushes and separators to prevent bi-metallic contacts, all complete to perform as per specification and approved drawings. The complete system to be designed to accommodate thermal expansion & seismic movements etc. The joints between glass panels (6 to 8 mm) and gaps at the perimeter & in U channel of the assembly to be filled with non staining weather sealant, so as to make the entire system fully water proof & dust proof. The rate shall include all design, Engineering and shop drawing including approval from structural designer, labour, T& P,scaffolding, other incidental charges including wastage, enabling temporary services all fitting fixers nut bolts, washer, Buffer plates, fastener, anchors,SS channel laminated glass etc. all complete. For the purpose of payment, actual elevation area of Glazing including thickness of joints and the portion of Glass panel inside the SS channel shall be measured. | Sqm | 27 | 9,502.35 | 2,56,563.45 |
| 70 | Frame size 45 x 70 mm | Metre | 46.2 | 705.85 | 32,610.27 |
| 71 | 30 mm thick | Sqm | 46.2 | 4,346.7 | 2,00,817.54 |
| Schedule total | ₹4,56,20,928.26 | ||||
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