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Tender Value
₹4.4 Cr
EMD Value
₹8.8 L
Closing Date
6 Jul 2026, 2:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
BUILDING
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" 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 ).
Eligibility criteria for single similar work previously executed (SW.II For Electrical Work) : Nil (Value is less than 50 lakhs)
52 conditions · 9 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
Reconstruction of staff Qrs Type-III at KRR in lieu of Condemned Qrs.(Including Electrical work)- Maintenance period 3 years from the date of completion.
SA-OT-06-2026-04
SA-OT-06-2026-04
Open
Works - General
9 Months
Salem, Tamil Nadu
₹0
₹8.8 L
6 Jul 2026
13 Jun 2026
22 Jun 2026
90 items across 3 schedules · ₹4,05,94,700.88 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum 497.58 | — | 177.5 | 88,320.45 |
| 2 | Ordinary rock | cum 223.91 | — | 632.95 | 1,41,723.83 |
| 3 | Hard rock (requiring blasting) | cum 111.96 | — | 1,049.8 | 1,17,535.61 |
| 4 | 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 | 800 | 196 | 1,56,800 |
| 5 | All kinds of soil | cum | 200 | 126.8 | 25,360 |
| 6 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 200 | 2,123.75 | 4,24,750 |
| 7 | All kinds of soil | Sqm | 750 | 34.15 | 25,612.5 |
| 8 | 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 | 100 | 6,812 | 6,81,200 |
| 9 | Making plinth protection 50 mm thick of cement concrete 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) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | Sqm | 250 | 749.3 | 1,87,325 |
| 10 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm 345.6 | — | 392.15 | 1,35,527.04 |
| 11 | Suspended floors, roofs, landings, balconies and access platform | Sqm 1366.56 | — | 927.25 | 12,67,142.76 |
| 12 | Shelves (Cast in situ) | Sqm | 216 | 927.25 | 2,00,286 |
| 13 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm 300.98 | — | 736.4 | 2,21,641.67 |
| 14 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 12.7 | 961.3 | 12,208.51 |
| 15 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 2.12 | 951.1 | 2,016.33 |
| 16 | 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 | 20 | 10,585.9 | 2,11,718 |
| 17 | Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand). | Sqm | 150 | 300.45 | 45,067.5 |
| 18 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum 141.24 | — | 9,504.75 | 13,42,450.89 |
| 19 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum 350.02 | — | 9,860.4 | 34,51,337.21 |
| 20 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal 188.52 | — | 733.5 | 1,38,279.42 |
| 21 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum 869.9 | — | 9,344.35 | 81,28,650.07 |
| 22 | Cement mortar 1:3 (1 cement :3 coarse sand) | Sqm 1134 | — | 1,150.5 | 13,04,667 |
| 23 | Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. | Sqm | 300 | 104.8 | 31,440 |
| 24 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 25 | 7,311.25 | 1,82,781.25 |
| 25 | 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 | 120 | 1,267.95 | 1,52,154 |
| 26 | Second class teak wood | cum | 12 | 1,42,949.7 | 17,15,396.4 |
| 27 | 30 mm thick shutters | Sqm | 126 | 3,747.3 | 4,72,159.8 |
| 28 | 4 mm thick glass pane (weight not less than 10kg/sqm). | Sqm | 35 | 2,241.8 | 78,463 |
| 29 | 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 | 240 | 193.55 | 46,452 |
| 30 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg 1500 | — | 238.35 | 3,57,525 |
| 31 | 125 mm | Each | 120 | 39.95 | 4,794 |
| 32 | 250x10 mm | Each | 120 | 441.6 | 52,992 |
| 33 | 300x16x5 mm | Each | 120 | 322.2 | 38,664 |
| 34 | 40 mm | Each | 48 | 311.2 | 14,937.6 |
| 35 | Providing and fixing aluminium pull bolt lock, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws bolts, nut and washers etc. complete. | Each | 48 | 100.8 | 4,838.4 |
| 36 | Single rubber stopper | Each | 48 | 39.6 | 1,900.8 |
| 37 | Providing and fixing bright finished 100 mm mortice lock with 6 levers without pair of handles of approved quality for aluminium door, with necessary screws etc complete as per direction of Engineer- in-charge. | Each | 48 | 850.05 | 40,802.4 |
| 38 | Triple strip vertical type | Each | 60 | 52.5 | 3,150 |
| 39 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5 mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer's specification and direction of Engineer- in-Charge. | Metre | 120 | 492.7 | 59,124 |
| 40 | 30 mm thick pre laminated PVC door shutters | Sqm | 150 | 3,663.8 | 5,49,570 |
| 41 | 5 mm thick solid foam PVC panel of required size with moulded/ extruded beading of appropriate design shape and size as per manufacturer's specifications ( to secure the panel insert tight in place within the style and rails of shutter) matching the colour and shade of shutter frame. Non decorative type | Sqm | 48 | 3,754.2 | 1,80,201.6 |
| 42 | Providing and Fixing factory made uPVC door frame, made of uPVC extruded sections, of size 65 mm x 55 mm with wall thickness 2.0 mm ( +/- 0.2 mm), corners of the door frame to be mitred cut and jointed with plastic brackets and stainless steel screws, reinforcing hinge side vertical of the frames with PVC profile of Size 28 mm x 30 mm having wall thickness 2 mm ( +/-0.2 mm), including providing & fixing 3 nos of 125 mm long stainless steel hinges to the frame, fixing the frame with jamb with required number & size of anchor dash fasteners, all complete as per manufacturer's specification and direction of Engineer-in-charge. | Metre | 12 | 623 | 7,476 |
| 43 | Providing and fixing 37 mm thick factory made PVC door shutter, styles and rails made of PVC hollow section of size 100 mm x 37 mm with wall thickness 2 mm ( +/- 0.2 mm), with inbuilt bead on one side, styles and rails mitered cut and joint at the corners by means of 2 nos of plastic brackets of size 75 mm x 220 mm at each corner and stainless steel screws, reinforcing the hinge side of style by inserting PVC profile of size 28 mm x 30 mm, with wall thickness 2 mm ( +/- 0.2 mm). Lock rail of size 100 mm x 37 mm, wall thickness 2 mm (+ 0.2 mm) will be fixed to the vertical styles. Providing with PVC snap fit beads and panel of size 100 mm x 20 mm, and inserting 2 nos tie bar of 6 mm dia and fastening with nuts and washers complete, all as per manufacturer's specification and direction of Engineer-in- charge. | Sqm | 20 | 4,076.05 | 81,521 |
| 44 | Using R3 series with frame (55mm & above ) x (45mm & above) & sash /mullion (55mm & above) x (65mm & above). (Height above 1.2 meter) | Sqm | 60 | 11,919.85 | 7,15,191 |
| 45 | 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 | 750 | 133.7 | 1,00,275 |
| 46 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 200 | 172.6 | 34,520 |
| 47 | M.S. tube | Kg | 300 | 196.8 | 59,040 |
| 48 | Galvanised M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides | Sqm | 100 | 844.7 | 84,470 |
| 49 | Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (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 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 pigments etc., complete. | Sqm | 75 | 1,439.4 | 1,07,955 |
| 50 | Size of Tile 600x600 mm | Sqm 1363.14 | — | 1,553.45 | 21,17,569.83 |
| 51 | With common burnt clay F.P.S. (non modular) brick tiles of class designation 10 | Sqm | 300 | 607.4 | 1,82,220 |
| 52 | 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 | 300 | 738.65 | 2,21,595 |
| 53 | 1:6 (1 cement: 6 fine sand) | Sqm 4000 | — | 333.35 | 13,33,400 |
| 54 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm 4000 | — | 262.7 | 10,50,800 |
| 55 | New work (two or more coats) with a base coat of white washing with lime | Sqm 6000 | — | 53.3 | 3,19,800 |
| 56 | 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 4000 | — | 193.7 | 7,74,800 |
| 57 | Two or more coats on new work | Sqm | 300 | 155.9 | 46,770 |
| 58 | Welded steel wire fabric fencing with posts of specified material and of standard design placed and embedded in cement concrete blocks 45x45x 60 cm of mix 1:5:10 (1 cement:5 fine sand : 10 graded stone aggregate 40 mm nominal size), every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and struts embedded in cement concrete blocks 70x45x50 cm of the same mix, provided with welded steel wire fabric fixed between the posts fitted and fixed with G.I. staples on wooden plugs or tied to 6 mm bar nibs with G.I. binding wire (cost of posts, welded steel wire fabric, painting, earth work in excavation and concrete to be paid for separately). | Sqm | 100 | 66.15 | 6,615 |
| 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 | 80 | 9,823.8 | 7,85,904 |
| 60 | With granite stone of area less than 0.50 sqm. | Sqm | 15 | 4,746.2 | 71,193 |
| 61 | 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. | Sqm | 40 | 1,045.65 | 41,826 |
| 62 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 12 | 6,515.55 | 78,186.6 |
| 63 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 12 | 6,258.75 | 75,105 |
| 64 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 12 | 2,648.85 | 31,786.2 |
| 65 | 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 | 24 | 1,607.95 | 38,590.8 |
| 66 | Circular shape 450 mm dia | Each | 12 | 1,479.05 | 17,748.6 |
| 67 | 25 mm nominal dia Pipes | Metre | 300 | 401.55 | 1,20,465 |
| 68 | 25 mm dia nominal bore | Metre | 300 | 467.75 | 1,40,325 |
| 69 | 20 mm nominal bore | Each | 24 | 379.2 | 9,100.8 |
| 70 | 20 mm nominal bore | Each | 24 | 379.2 | 9,100.8 |
| 71 | 25 mm nominal bore | Each | 12 | 622.4 | 7,468.8 |
| 72 | 20 mm nominal bore | Each | 12 | 462.5 | 5,550 |
| 73 | Horizontal | Each | 12 | 591.4 | 7,096.8 |
| 74 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 | Each | 24 | 26,163.4 | 6,27,921.6 |
| 75 | 20 mm nominal bore | Each | 12 | 857.85 | 10,294.2 |
| 76 | 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 12000 Litre | — | 11 | 1,32,000 |
| 77 | 100 mm nominal dia | Each | 24 | 37.6 | 902.4 |
| 78 | 200 mm diameter | Metre | 100 | 970.35 | 97,035 |
| 79 | 150 mm diameter S.W. pipe | Metre | 100 | 1,179.85 | 1,17,985 |
| 80 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 10 | 2,707.65 | 27,076.5 |
| 81 | With Sewer bricks conforming to IS : 4885 | Each | 10 | 26,244.7 | 2,62,447 |
| 82 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | cum 136.31 | — | 8,042.3 | 10,96,245.91 |
| Schedule total | ₹3,33,52,338.88 | ||||
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