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Tender Value
₹3.6 Cr
EMD Value
₹7.1 L
Closing Date
2 Jul 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 · 8 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 "06 Months" from the certified date of the completion.
Vadodara (P):- Upgradation of Passenger Interface Areas west side and Augmentation of Parcel Office Facilities for Passenger.
DRM-BRC-053-OF-2026-27~WR
DRM-BRC-053-OF-2026-27
Open
Works - General
12 Months
Vadodara, Gujarat
₹0
₹7.1 L
2 Jul 2026
9 Jun 2026
18 Jun 2026
83 items across 1 schedule · ₹5,25,63,867.55 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 180 | 177.5 | 31,950 |
| 2 | All kinds of soil. | cum | 165 | 260.3 | 42,949.5 |
| 3 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | Metre | 220 | 352.15 | 77,473 |
| 4 | Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm | Metre | 220 | 549.75 | 1,20,945 |
| 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 | 95 | 196 | 18,620 |
| 6 | Beyond 120 cm girth upto and including 240 cm girth | Each | 5 | 11,020.15 | 55,100.75 |
| 7 | Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge. | cum | 55 | 93.05 | 5,117.75 |
| 8 | 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 | 200 | 7,878.5 | 15,75,700 |
| 9 | 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 | 65 | 7,294.7 | 4,74,155.5 |
| 10 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 1210 | 392.15 | 4,74,501.5 |
| 11 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 2310 | 842.5 | 19,46,175 |
| 12 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 825 | 927.25 | 7,64,981.25 |
| 13 | Shelves (Cast in situ) | Sqm | 75 | 927.25 | 69,543.75 |
| 14 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 600 | 736.4 | 4,41,840 |
| 15 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 600 | 961.3 | 5,76,780 |
| 16 | Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like | Sqm | 30 | 392.15 | 11,764.5 |
| 17 | Under 20 cm wide | Metre | 30 | 208.55 | 6,256.5 |
| 18 | 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 |
| 19 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 13200 | 107.85 | 14,23,620 |
| 20 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 42900 | 107.85 | 46,26,765 |
| 21 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 165 | 9,504.75 | 15,68,283.75 |
| 22 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 200 | 9,655.7 | 19,31,140 |
| 23 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 220 | 9,860.4 | 21,69,288 |
| 24 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 25 | 9,344.35 | 2,33,608.75 |
| 25 | Cement mortar 1:3 (1 cement :3 coarse sand) | Sqm | 120 | 1,150.5 | 1,38,060 |
| 26 | Providing and laying Autoclaved Aerated Concrete (AAC) blocks masonry with 150 mm to 300 mm thick with Grade -1 AAC blocks of density 551 to 650 kg/cum conforming to IS: 2185 (Part 3) in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in- Charge. (The payment of RCC band and reinforcement shall be made for separately). | cum | 65 | 8,333.65 | 5,41,687.25 |
| 27 | Area of slab upto 0.50 sqm | Sqm | 275 | 5,413.5 | 14,88,712.5 |
| 28 | Area of slab over 0.50 sqm | Sqm | 275 | 5,136.3 | 14,12,482.5 |
| 29 | 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 | 550 | 1,267.95 | 6,97,372.5 |
| 30 | Fixed to steel windows by welding | Kg | 6600 | 219.1 | 14,46,060 |
| 31 | 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 | 15400 | 133.7 | 20,58,980 |
| 32 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. | Sqm | 330 | 11,439.6 | 37,75,068 |
| 33 | Providing and fixing 1 mm thick M.S. sheet sliding-shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm M.S.gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and T- iron guide at the top and bottom respectively, including applying a priming coat of approved steel primer | Sqm | 330 | 6,566.2 | 21,66,846 |
| 34 | 80x1.25 mm M.S. laths with 1.25 mm thick top cover | Sqm | 330 | 3,653.2 | 12,05,556 |
| 35 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 1760 | 172.6 | 3,03,776 |
| 36 | 25 mm thick | Sqm | 1980 | 1,948.25 | 38,57,535 |
| 37 | 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 | 275 | 1,096.55 | 3,01,551.25 |
| 38 | Size of Tile 600x600 mm | Sqm | 1540 | 1,553.45 | 23,92,313 |
| 39 | Size of Tile 600 x 1200 mm | Sqm | 165 | 1,797.3 | 2,96,554.5 |
| 40 | Size of Tile 600x600 mm | Sqm | 1540 | 309.05 | 4,75,937 |
| 41 | Deduct for not grouting the joints with white cement and matching pigment in the items of fixing of vitrified tiles. | Sqm | 1540 | -13.3 | -20,482 |
| 42 | 110 mm diameter | Metre | 770 | 377.4 | 2,90,598 |
| 43 | 110 mm bend | Each | 44 | 150.35 | 6,615.4 |
| 44 | 0.56 mm, Aluminium troughed profile with center to center pitch of 200 mm, depth of 32 mm, overall profile width1092 mm, cover width 1000 mm. | Sqm | 143 | 1,034.1 | 1,47,876.3 |
| 45 | 1:6 (1 cement: 6 fine sand) | Sqm | 1650 | 333.35 | 5,50,027.5 |
| 46 | 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 | 1650 | 156.05 | 2,57,482.5 |
| 47 | Old work (one or more coats) | Sqm | 1980 | 62.7 | 1,24,146 |
| 48 | Two coats | Sqm | 2640 | 142.8 | 3,76,992 |
| 49 | One or more coats on old work | Sqm | 880 | 102.8 | 90,464 |
| 50 | With cement mortar 1:4 (1 cement : 4 fine sand) | Sqm | 198 | 547.4 | 1,08,385.2 |
| 51 | Float glass panes of nominal thickness 5 mm (weight not less than 12.5kg/sqm) | Sqm | 33 | 1,906.4 | 62,911.2 |
| 52 | Providing and fixing 16 mm M.S. Fan clamps of standard shape and size in existing R.C.C. slab, including cutting chase, anchoring clamp to reinforcement bar, including cleaning, refilling, making good the chase with matching concrete, plastering and painting the exposed portion of the clamps complete. | Each | 11 | 563.9 | 6,202.9 |
| 53 | Cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator, supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of sewer lines. Dechocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer line from 150mm dia upto 300mm | Metre | 275 | 340.75 | 93,706.25 |
| 54 | 3 mm thick | Sqm | 550 | 537.45 | 2,95,597.5 |
| 55 | Nominal concrete 1:4:8 or leaner mix (including equivalent design mix) | cum | 220 | 1,503.6 | 3,30,792 |
| 56 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | cum | 220 | 3,551.25 | 7,81,275 |
| 57 | In cement mortar | cum | 220 | 2,060.2 | 4,53,244 |
| 58 | Of area 3 sq. metres and below | Each | 10 | 367.2 | 3,672 |
| 59 | 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 | 2420 | 5.65 | 13,673 |
| 60 | 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 | 1100 | 263.95 | 2,90,345 |
| 61 | Cement concrete manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer | cum | 165 | 11,098.45 | 18,31,244.25 |
| 62 | Extra for providing and mixing hardening compound of approved quality as per manufacturer's specification in cement concrete. | Litre | 130 | 55.5 | 7,215 |
| 63 | Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in- Charge. | per cm depth per cm width per metre length | 22 | 8.65 | 190.3 |
| 64 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick)and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) | Metre | 220 | 375.8 | 82,676 |
| 65 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 8 | 6,767.4 | 54,139.2 |
| 66 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 8 | 6,515.55 | 52,124.4 |
| 67 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 8 | 6,258.75 | 50,070 |
| 68 | 15 mm nominal dia Pipes | Metre | 220 | 244.7 | 53,834 |
| 69 | 25 mm nominal dia Pipes | Metre | 220 | 355.4 | 78,188 |
| 70 | 15 mm nominal bore | Each | 22 | 353.25 | 7,771.5 |
| 71 | 15 mm nominal bore | Each | 22 | 353.25 | 7,771.5 |
| 72 | 300 mm dia. R.C.C. pipe | Metre | 220 | 994.3 | 2,18,746 |
| 73 | 600 mm dia. R.C.C. pipe | Metre | 110 | 2,243.4 | 2,46,774 |
| 74 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 5 | 12,770.55 | 63,852.75 |
| 75 | With Sewer bricks conforming to IS : 4885 | Each | 5 | 12,711.8 | 63,559 |
| 76 | For pipes 100 to 250 mm diameter | Each | 5 | 810.45 | 4,052.25 |
| 77 | 400 mm dia piles | Metre | 550 | 2,767 | 15,21,850 |
| 78 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 770 | 495.05 | 3,81,188.5 |
| 79 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 1320 | 598.6 | 7,90,152 |
| 80 | Pre-laminated particle board with decorative lamination on both sides | Sqm | 770 | 1,115.4 | 8,58,858 |
| 81 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 275 | 1,176.8 | 3,23,620 |
| 82 | Frame size 65 x 150 mm | Metre | 55 | 1,637.65 | 90,070.75 |
| 83 | 30 mm thick | Sqm | 22 | 4,346.7 | 95,627.4 |
| Schedule total | ₹5,25,63,867.55 | ||||
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