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Tender Value
₹8.8 Cr
EMD Value
₹17.6 L
Closing Date
5 Jun 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
WORKS
14 conditions · 3 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. (For details refer tender documents)
Similar nature of work means: Execution of fabrication and erection of Steel structural works.
31 conditions · 2 needing a document upload
The tenderer(s) should submit the BID SECURITY in acceptable form i.e. only through net banking or e-payment gateway or submitted as Bank Guarantee Bond from a Scheduled Nationalized bank of India or as mentioned in the tender documents. The Bank Guarantee Bond shall be as per Annexure- VI(A) and shall be valid for a period of 90 days beyond the bid validity period.( NOTE: For submission of Bid Security in the form of Bank Guarantee, all the procedures mentioned at Para-5 Bid Security (3)(i) to (vii) mentioned in the tender document should invariably be followed.)
Whether History sheet of tenderers (Annexure-2 of Part-II of Tender documents) uploaded duly filled in with supportive documents.
Whether the details of facilities available vis-a-vis the requirements mentioned in STR in a tabular/narrative form if you are not on the approved list of RDSO, if required in the Annexed Document, is submitted.
Whether, EACH PAGE of the copy of documents/certificates in support of credential is self attested/digitally signed by tenderer/authorised representative with signature, stamp & date.
Whether all the documents related "Mandatory Requirement", as applicable and mentioned in the bid documents are enclosed with the tender.
Please submit bank details as per enclosed Annexure-12 of Part - II of Tender Documents or photo copy of a "Cancelled Cheque". (For details refer tender documents)
Please submit Certificate of Familiarisation as per Annexure-1 of Part-II of Tender Documents. (For details refer tender documents)
Please submit required details as required from Annexure 2 to 11 of Part-II of Tender documents duly filled in and signed. Supportive documents/separate sheet are to be submitted, if required. Annex-2: HISTORY SHEET OF THE TENDERER, Annex-3: TECHNICAL EIGIBILITY CRITERIA, Annex-4: DETAILS OF CONSTRUCTIONS MACHINERIES, TOOLS & PLANTS, VEHICLES ETC. AVAILABLE (ON HAND AND PROPOSED TO BE UTILISED, Annex-5: DETAILS OF TECHNICAL AND OTHER PERSONNELS AVAILABLE ON HAND & PROPOSED TO BE ENGAGED. Annex- 6: DETAILS OF WORKS COMPLETED DURING PREVIOUS THREE FINANCAIL YEARS & CURRENT YEAR, Annex-7: DETAILS OF WORKS ON HAND, Annex- 8: DECLARATION REGARDING ASSOCIATION OF RAILWAY OFFICER (S) WITH TENDERER(S), A n n e x - 9 : LIST OF COURT CASES, Annex-10: LIST OF ARBITRATION CASES. Annex- 11: BROAD PLAN FOR EXECUTION OF THIS WORK. (For details refer tender documents)
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 / Hindu Undivided Family (HUF)/ Limited Liability Partnership (LLP) etc. If it is NOT mentioned in the submitted tender that tender is being submitted on behalf of a Sole Proprietorship firm/Partnership firm/Joint Venture/Registered Company etc., then the tender shall be treated as having been submitted by the individual who has signed the tender . The tenderer(s) shall enclose the attested copies of the constitution of their concern and copy of PAN card along with the 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. (for details refer tender documents) NOTE: Any document containing PAN number of the tenderer(s) shall also be considered in lieu of PAN card. However, if no document having mention of PAN number is uploaded, offer will be summarily rejected. (For details refer Tender documents)
For all tenders having advertised cost of Rs.10 lakh or above, the contractor shall have to submit the option to take payment from Railways through a letter of credit (LC) arrangement. The tenderer shall affirm having read over and agreed to the terms and conditions of the LC option. The option of taking payment through LC arrangement, once exercised by tenderer at the time of bidding, shall be final and no change shall be permitted, thereafter, during execution of contract. (The tenderer have to submit the option to take payment from Railway through a Letter of Credit arrangement) (For details refer Tender documents)
The list of personnel / organization on hand and proposed to be engaged for the tendered work. Similarly, list of Plant & Machinery available on hand and proposed to be inducted and hired for the tendered work. (For details refer tender documents)
Documents to be submitted as per Clause 14 of GCC-April 2022 in support of (a)Sole Proprietorship firm (b) HUF (c) Partnership Firm (d) Joint Venture (JV) (e) Company registered under Companies Act 2013 (f) LLP (Limited Liability Partnership) (g) Registered Society & Registered Trust. (for details refer tender documents) NOTE: Non submission of above documents will lead to summarily rejection of the offer.
Construction of Permanent holding area & shed for connectivity to tourist complex for effective crowd management at Puri Railway Station. (NOTE: Scope of work involves Construction of Permanent holding area, Underground septic tanks, Permanent Cloak Rooms and Permanent Toilets Complexes)
eTender-hq-kur-68-2026
eTender-hq-kur-68-2026
Open
Works - General
12 Months
Khordha, Odisha
₹0
₹17.6 L
5 Jun 2026
15 May 2026
22 May 2026
103 items across 3 schedules · ₹8,80,74,404.87 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 1320 | 177.5 | 2,34,300 |
| 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 | 350 | 196 | 68,600 |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 346 | 2,123.75 | 7,34,817.5 |
| 4 | 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 | 160 | 7,878.5 | 12,60,560 |
| 5 | 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 | 210 | 7,294.7 | 15,31,887 |
| 6 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 20 | 7,178.75 | 1,43,575 |
| 7 | 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 | 85 | 6,812 | 5,79,020 |
| 8 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 720 | 392.15 | 2,82,348 |
| 9 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 320 | 842.5 | 2,69,600 |
| 10 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 920 | 927.25 | 8,53,070 |
| 11 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 1850 | 736.4 | 13,62,340 |
| 12 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 290 | 961.3 | 2,78,777 |
| 13 | Under 20 cm wide | Metre | 500 | 208.55 | 1,04,275 |
| 14 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 700 | 951.1 | 6,65,770 |
| 15 | 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 | 2 | 10,585.9 | 21,171.8 |
| 16 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 129000 | 107.85 | 1,39,12,650 |
| 17 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 29000 | 107.85 | 31,27,650 |
| 18 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 200 | 9,504.75 | 19,00,950 |
| 19 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 300 | 9,655.7 | 28,96,710 |
| 20 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 200 | 9,860.4 | 19,72,080 |
| 21 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 209 | 733.5 | 1,53,301.5 |
| 22 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 110 | 7,132.25 | 7,84,547.5 |
| 23 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | cum | 380 | 8,752.55 | 33,25,969 |
| 24 | Cement mortar 1 : 4 (1 cement : 4 coarse sand) | Sqm | 180 | 1,105.8 | 1,99,044 |
| 25 | Granite Stone of approved shade | Sqm | 30 | 4,051.85 | 1,21,555.5 |
| 26 | 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 | 1200 | 1,267.95 | 15,21,540 |
| 27 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 1000 | 238.35 | 2,38,350 |
| 28 | 50 mm | Each | 1000 | 356.75 | 3,56,750 |
| 29 | Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2 mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame. | Metre | 480 | 570.95 | 2,74,056 |
| 30 | 30 mm thick Fiberglass Reinforced Plastic (F.R.P.) flush door shutter in different plain and wood finish made with fire retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate all around, with suitable wooden blocks inside at required places for fixing of fittings and polyurethane foam (PUF)/Polystyrene foam to be used as filler material throughout the hollow panel, casted monolithically with testing parameters of F.R.P. laminate conforming to table - 3 of IS: 14856, complete as per direction of Engineer-in- charge. | Sqm | 270 | 4,488.95 | 12,12,016.5 |
| 31 | Using R3 series with frame (98 mm & above) x (40 mm & above) & both glazed and fly screen sash (30 mm & above) x (55 mm & above) with zinc alloy (zamak) powder coated handle on every glazed panel along with multi-point locking system. (Height upto 1.8m) | Sqm | 21 | 10,874.2 | 2,28,358.2 |
| 32 | Using R1 series with frame (33mm & above ) x (35mm & above). (Height upto 0.90 meter) | Sqm | 15 | 8,247.25 | 1,23,708.75 |
| 33 | 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 | 20000 | 117.35 | 23,47,000 |
| 34 | 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 | 150000 | 133.7 | 2,00,55,000 |
| 35 | Using flats 30x6 mm for diagonal braces and central cross piece | Sqm | 300 | 5,563.75 | 16,69,125 |
| 36 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 169.93 | 97.2 | 16,517.2 |
| 37 | Providing and fixing bolts including nuts and washers complete. | Kg | 130 | 159.35 | 20,715.5 |
| 38 | 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 | 3600 | 772.4 | 27,80,640 |
| 39 | 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 | 600 | 1,096.55 | 6,57,930 |
| 40 | 110 mm diameter | Metre | 95 | 377.4 | 35,853 |
| 41 | 110 mm | Each | 17 | 136.15 | 2,314.55 |
| 42 | 110x110x110 mm | Each | 45 | 234.15 | 10,536.75 |
| 43 | 110 mm bend | Each | 75 | 150.35 | 11,276.25 |
| 44 | 110 mm Shoe | Each | 54 | 131.85 | 7,119.9 |
| 45 | 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 | 4600 | 738.65 | 33,97,790 |
| 46 | Ridges plain (500 - 600mm) | Metre | 500 | 532.35 | 2,66,175 |
| 47 | 1:6 (1 cement: 6 fine sand) | Sqm | 1550 | 333.35 | 5,16,692.5 |
| 48 | 1:6 (1 cement: 6 fine sand) | Sqm | 1480 | 383 | 5,66,840 |
| 49 | 1:3 (1 cement : 3 fine sand) | Sqm | 800 | 300.45 | 2,40,360 |
| 50 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 980 | 262.7 | 2,57,446 |
| 51 | New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre | Sqm | 800 | 185.65 | 1,48,520 |
| 52 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | Sqm | 1480 | 160.6 | 2,37,688 |
| 53 | Two or more coats on new work | Sqm | 400 | 155.9 | 62,360 |
| 54 | Two or more coats on new work | Sqm | 1300 | 146.8 | 1,90,840 |
| 55 | 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 | 280 | 263.95 | 73,906 |
| 56 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 30 | 6,767.4 | 2,03,022 |
| 57 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 60 | 6,515.55 | 3,90,933 |
| 58 | White Vitreous China Surgeon type wash basin of size 660x460 mm with single 15 mm C.P. brass pillar taps with elbow operated levers ISI Marked | Each | 30 | 2,940.5 | 88,215 |
| 59 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to European type W.C. of quality and make as approved by Engineer - in - charge. | Each | 60 | 349.15 | 20,949 |
| 60 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. | Each | 30 | 1,648.95 | 49,468.5 |
| 61 | 32 mm dia | Each | 40 | 103.9 | 4,156 |
| 62 | Rectangular shape 1500x450 mm | Each | 12 | 2,093 | 25,116 |
| 63 | Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. | Each | 60 | 1,083.5 | 65,010 |
| 64 | C.P. brass | Each | 90 | 803.7 | 72,333 |
| 65 | Waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gms | Each | 30 | 122.4 | 3,672 |
| 66 | Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms | Each | 30 | 375.65 | 11,269.5 |
| 67 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. | Each | 40 | 168.35 | 6,734 |
| 68 | 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 | 180 | 708.95 | 1,27,611 |
| 69 | 20 mm nominal dia Pipes | Metre | 150 | 335 | 50,250 |
| 70 | 25 mm nominal dia Pipes | Metre | 120 | 401.55 | 48,186 |
| 71 | 40 mm nominal dia Pipes | Metre | 60 | 702.95 | 42,177 |
| 72 | 20 mm nominal dia Pipes | Metre | 300 | 537.6 | 1,61,280 |
| 73 | 150 mm diameter | Each | 60 | 222.35 | 13,341 |
| 74 | 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 | 15000 | 11 | 1,65,000 |
| 75 | 15 mm nominal bore | Each | 60 | 506.8 | 30,408 |
| 76 | 15 mm nominal bore | Each | 15 | 798.95 | 11,984.25 |
| 77 | 15 mm nominal bore | Each | 60 | 670.45 | 40,227 |
| 78 | 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 | 180 | 111.45 | 20,061 |
| 79 | 400 mm dia piles | Metre | 2050 | 3,797.3 | 77,84,465 |
| 80 | 400 mm dia piles | Each | 210 | 2,924.45 | 6,14,134.5 |
| Schedule total | ₹8,43,61,996.65 | ||||
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