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Tender Value
₹1.9 Cr
EMD Value
₹2.4 L
Closing Date
12 Feb 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
WORKS
16 conditions · 4 needing a document upload
Financial Eligibility Criteria :- 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.
All rates are inclusive of GST and bidders should be registered in GST.
Technical Eligibility Criteria :- (a) The tenderer must have successfully completed or substantially completed (Which should have been issued not prior to 60 days of date of invitation of present tender) 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 of the 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
Similar nature of work : "Any Civil Engineering Work."
12 conditions · 7 needing a document upload
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.
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 / HUF etc. The tenderer(s) shall enclose the attested copies of the constitution of their concern, and copy of PAN Card along with their tender. Tender Documents in such cases are to be signed by such persons as may be legally competent to sign them on behalf of the firm, company, association, trust or society, as the case may be.(Para 14.1 (see Page-17 of GCC, April-2022) & Tenderer shall submit the documents in support of their constitution of the firm as per Para 14 of GCC, April-2022 (See Page-17 to 19).
As per instructions please attach proforma of ANNEXURE V-A this certificate is to be given by attorney/authorized signatory/each member of partnership firm / Joint Venture (JV)/ Hindu Undivided Family (HUF) / Limited Liability Partnership (LLP) etc.) Non submission of above certificate (s) by the bidder shall result in summarily rejection of his/their bid. It shall be mandatorily incumbent up on the tenderer to identify, state and submit the supporting documents duly self-attested / digitally signed by which they/he is qualifying the Qualifying Criteria mentioned in the Tender Document. Proforma is available in uploaded documents.
Certificate of Information regarding Employment/Partnership etc. of Retired Railway Employees with the tender as per the attached Performa. As per clause No 16 (a) and (b) of GCC Part-I April 2022 corrected up to date. (As per Para 16 of GCC, April2022 (See Page-19 to 20).
Restrictions on the Employment of Retired Engineers of Railway Services Within One Year of their Retirement: As per Para 59.9, of GCC, April-2022 (see Page-91).
Certificate of NO Relative being an employee of Western Railway as per attached Performa.
The tenderer should upload the scan copy of EPFO and ESI registration number. However EPFO and ESI registration would be mandatory and documents towards EPFO and ESI registration must be submitted before execution of the agreement.
In case of Bid Security in the form of Bank Guarantee, the same should be in favor of Sr. DFM Vadodara with the tender for due performance with the stipulation to keep the offer open till such date as specified in the tender, under condition of tender. (GCC April 2022 Part I Instructions to tenderers (ITT) para 5 Bid Security (1) (a,b,c),(2) (3)(i-viii). As per ACS 2 issued vide Rly. Board letter No.2022/CEI/ CT/GCC-2022/Policy date 13.12.2022: (ii) The original Bank Guarantee should be delivered in person to the official nominated as indicated in the tender document within 5 working days before closing date for submission of bids. As pr ACS 5 RB No. 2022/CE-I/CT/GCC-2022/Policy date 20.10.2023:- Para 5(3) 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 bid.(i.e. excluding the last date of submission of bids).
The tenderer whether sole proprietor / a company or a partnership firm / joint venture (JV) / registered society / registered trust / HUF / LLP etc if they want to act through agent or individual partner(s), should submit along with the tender, a copy of power of attorney duly stamped and authenticated by a Notary Public or by Magistrate in favour of the specific person whether he/they be partner(s) of the firm or any other person, specifically authorizing him/them to sign the tender, submit the tender and further to deal with the Tender/ Contract up to the stage of signing the agreement except in case where such specific person is authorized for above purposes through a provision made in the partnership deed / Memorandum of Understanding / Article of Association /Board resolution, failing which tender shall be summarily rejected. As par Para 15 of GCC, April-2022 (see Page-19).
Maintenance period for the work is "Six Months " of work from the certified date of the completion.
Provision of service building in connection with Interlocking of non interlocked LC Gate No. 3,21,27 and 32 on ANND-GDA section and Improvement to platform cover-shed and valley gutter under jurisdiction of ADEN-ND.
DRM-BRC-169-OF-2025-26~WR
DRM-BRC-169-OF-2025-26
Open
Works - General
9 Months
Vadodara, Gujarat
₹0
₹2.4 L
12 Feb 2026
20 Jan 2026
29 Jan 2026
113 items across 4 schedules · ₹2,67,53,679.92 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 850 | 177.5 | 1,50,875 |
| 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 | 755 | 196 | 1,47,980 |
| 3 | All kinds of soil | cum | 400 | 126.8 | 50,720 |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 56 | 2,123.75 | 1,18,930 |
| 5 | 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 | 20 | 7,878.5 | 1,57,570 |
| 6 | 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 | 80 | 7,294.7 | 5,83,576 |
| 7 | 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 | 9,045.75 | 1,80,915 |
| 8 | 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 | 10,852.95 | 2,17,059 |
| 9 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 820 | 392.15 | 3,21,563 |
| 10 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 320 | 842.5 | 2,69,600 |
| 11 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 560 | 927.25 | 5,19,260 |
| 12 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 1000 | 736.4 | 7,36,400 |
| 13 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 1005 | 961.3 | 9,66,106.5 |
| 14 | 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 | 60 | 10,585.9 | 6,35,154 |
| 15 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 17920 | 107.85 | 19,32,672 |
| 16 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 15360 | 107.85 | 16,56,576 |
| 17 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 113 | 9,504.75 | 10,74,036.75 |
| 18 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 170 | 9,860.4 | 16,76,268 |
| 19 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 17 | 733.5 | 12,469.5 |
| 20 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 80 | 7,132.25 | 5,70,580 |
| 21 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 40 | 1,123.8 | 44,952 |
| 22 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | cum | 168 | 8,752.55 | 14,70,428.4 |
| 23 | Area of slab upto 0.50 sqm | Sqm | 60 | 5,413.5 | 3,24,810 |
| 24 | Area of slab over 0.50 sqm | Sqm | 20 | 5,136.3 | 1,02,726 |
| 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 | 160 | 1,267.95 | 2,02,872 |
| 26 | Second class teak wood | cum | 4 | 1,42,949.7 | 5,71,798.8 |
| 27 | Second class teak wood | Sqm | 40 | 3,323.2 | 1,32,928 |
| 28 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 40 | 3,473.85 | 1,38,954 |
| 29 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 1200 | 238.35 | 2,86,020 |
| 30 | 250x16 mm | Each | 20 | 193.7 | 3,874 |
| 31 | 200x10 mm | Each | 20 | 69.4 | 1,388 |
| 32 | 150x10 mm | Each | 100 | 59.45 | 5,945 |
| 33 | 125 mm | Each | 44 | 39.95 | 1,757.8 |
| 34 | 75 mm | Each | 84 | 29.7 | 2,494.8 |
| 35 | 30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm ( +/- 0.2 mm), with inbuilt decorative moulding edging on one side. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm ( +/- 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x30 mm and 2 mm ( +/- 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/ galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi- chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm ( +/- 0.1 mm) wall thickness . The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge. | Sqm | 40 | 3,253.8 | 1,30,152 |
| 36 | Providing and fixing PVC Door Frame of size 50x47 mm with a wall thickness of 5 mm ( +/- 0.2 mm), made out of single piece extruded PVC profile, with mitred cut joints and joint with 2 nos of PVC bracket of size 190 mm x 100 mm long arms of cross section size 35 x 15 mm & self driven self taping screws, the vertical door profiles to be reinforced with 40x20 mm M.S. rectangular tube of 0.8 mm , including providing EPDM rubber gasket weather seal throughout the frame, including jointing 5 mm PVC frame strip with PVC solvent cement on the back of the profile. The door frame to be fixed to the wall using 8 x100 mm long anchor fasteners complete, all as per manufacturer's specification and direction of Engineer -in- charge. | Metre | 28 | 573.45 | 16,056.6 |
| 37 | Using R2 series with frame (70 mm & above) x (40 mm & above) & both glazed and fly screen sash (25 mm & above) x (50 mm & above) with zinc alloy (zamak) powder coated touch locks with hook. (Height upto 1.2 metre). | Sqm | 32 | 10,993.55 | 3,51,793.6 |
| 38 | 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 | 200 | 117.35 | 23,470 |
| 39 | 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 | 14540 | 133.7 | 19,43,998 |
| 40 | Hot finished welded type tubes | Kg | 1000 | 194.4 | 1,94,400 |
| 41 | Providing and fixing bolts including nuts and washers complete. | Kg | 800 | 159.35 | 1,27,480 |
| 42 | Acid and alkali resistant tile | Sqm | 60 | 1,738.15 | 1,04,289 |
| 43 | 8 mm thick | Sqm | 20 | 1,475.35 | 29,507 |
| 44 | 25 mm thick | Sqm | 320 | 1,948.25 | 6,23,440 |
| 45 | 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 | 60 | 1,096.55 | 65,793 |
| 46 | Size of Tile 600x600 mm | Sqm | 320 | 1,553.45 | 4,97,104 |
| 47 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 32.4 | 4,481.3 | 1,45,194.12 |
| 48 | 0.63 mm thick with zinc coating not less than 275 gm/ m2 | Sqm | 160 | 1,087.65 | 1,74,024 |
| 49 | 0.63 mm thick with zinc coating not less than 275 gm/m2 | Metre | 60 | 980.5 | 58,830 |
| 50 | 75 mm diameter | Metre | 52 | 248.8 | 12,937.6 |
| 51 | 110 mm diameter | Metre | 420 | 377.4 | 1,58,508 |
| 52 | 75 mm bend | Each | 20 | 105.9 | 2,118 |
| 53 | 110 mm bend | Each | 70 | 150.35 | 10,524.5 |
| 54 | 110 mm Shoe | Each | 140 | 131.85 | 18,459 |
| 55 | 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 | 1820 | 738.65 | 13,44,343 |
| 56 | Ridges plain (500 - 600mm) | Metre | 250 | 532.35 | 1,33,087.5 |
| 57 | 1:6 (1 cement: 6 fine sand) | Sqm | 1320 | 333.35 | 4,40,022 |
| 58 | 1:6 (1 cement: 6 fine sand) | Sqm | 400 | 383 | 1,53,200 |
| 59 | 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 | 760 | 518.55 | 3,94,098 |
| 60 | 1:3 (1 cement : 3 fine sand) | Sqm | 560 | 300.45 | 1,68,252 |
| 61 | 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 | 2120 | 193.7 | 4,10,644 |
| 62 | Two or more coats on new work | Sqm | 200 | 155.9 | 31,180 |
| 63 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. | Sqm | 1500 | 156.05 | 2,34,075 |
| 64 | One or more coats on old work | Sqm | 1800 | 96 | 1,72,800 |
| 65 | 150 mm | Each | 16 | 70.55 | 1,128.8 |
| 66 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 35 | 2,434.25 | 85,198.75 |
| 67 | 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 | 250 | 5.65 | 1,412.5 |
| 68 | Asbestos Cement sheet | Sqm | 4120 | 77.3 | 3,18,476 |
| 69 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 4 | 8,006.6 | 32,026.4 |
| 70 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 8 | 6,258.75 | 50,070 |
| 71 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps | Each | 8 | 2,301.75 | 18,414 |
| 72 | Orissa pattern W.C. pan of size 580x440 mm | Each | 4 | 3,169.05 | 12,676.2 |
| 73 | Hubless centrifugally cast (spun) iro n pipes epoxy coated inside & outside IS:15905 | Metre | 80 | 964.25 | 77,140 |
| 74 | Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 | Each | 8 | 418.95 | 3,351.6 |
| 75 | 15 mm nominal dia Pipes | Metre | 40 | 497.8 | 19,912 |
| 76 | 25 mm nominal dia Pipes | Metre | 40 | 627.25 | 25,090 |
| 77 | 15 mm nominal dia Pipes | Metre | 40 | 244.7 | 9,788 |
| 78 | 25 mm nominal dia Pipes | Metre | 80 | 355.4 | 28,432 |
| 79 | 50 mm dia nominal bore | Metre | 200 | 1,048.35 | 2,09,670 |
| 80 | 25 mm nominal bore | Each | 20 | 622.4 | 12,448 |
| 81 | 50 mm nominal bore | Each | 8 | 1,026.65 | 8,213.2 |
| 82 | 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 | 4000 | 11 | 44,000 |
| 83 | 15 mm nominal bore | Each | 20 | 798.95 | 15,979 |
| 84 | 15 mm nominal bore | Each | 8 | 670.45 | 5,363.6 |
| 85 | 15mm nominal bore | Each | 8 | 574.3 | 4,594.4 |
| Schedule total | ₹2,44,22,423.92 | ||||
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