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Tender Value
₹3.9 Cr
EMD Value
₹7.8 L
Closing Date
27 May 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Revenue
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 works means: Construction/ repairs/ maintenance of any Civil Engg. 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.
Proposed Miscellaneous repairs to Staff quarters at Accounts colony & Traffic colony under jurisdiction of Sr.DEN(HQ)/KUR
eTender-hq-kur-60-2026
eTender-hq-kur-60-2026
Open
Works - General
12 Months
Khordha, Odisha
₹0
₹7.8 L
27 May 2026
6 May 2026
13 May 2026
97 items across 1 schedule · ₹3,88,51,401.75 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 265 | 177.5 | 47,037.5 |
| 2 | All kinds of soil. | cum | 75 | 260.3 | 19,522.5 |
| 3 | 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 | 80 | 196 | 15,680 |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 180 | 2,123.75 | 3,82,275 |
| 5 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | Sqm | 12000 | 8.95 | 1,07,400 |
| 6 | Chlorpyriphos/ Lindane emulsifiable concentrate of 20% | Litre | 900 | 234.75 | 2,11,275 |
| 7 | With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration | Metre | 600 | 38.9 | 23,340 |
| 8 | With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration | Metre | 1000 | 53.45 | 53,450 |
| 9 | With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | Metre | 5000 | 43 | 2,15,000 |
| 10 | Treatment at points of contact of wood work by chemical emulsion Chlorpyriphos/ Lindane (in oil or kerosene based solution) @ 0.5 litres per hole by drilling 6 mm dia holes at downward angle of 45 degree at 150 mm centre to centre and sealing the same. | Metre | 900 | 279.7 | 2,51,730 |
| 11 | 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 |
| 12 | 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 | 70 | 7,178.75 | 5,02,512.5 |
| 13 | 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 | 400 | 6,812 | 27,24,800 |
| 14 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 100 | 392.15 | 39,215 |
| 15 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 100 | 736.4 | 73,640 |
| 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 | 70 | 10,585.9 | 7,41,013 |
| 17 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 3000 | 107.85 | 3,23,550 |
| 18 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 8000 | 107.85 | 8,62,800 |
| 19 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 30 | 9,504.75 | 2,85,142.5 |
| 20 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 50 | 9,860.4 | 4,93,020 |
| 21 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | cum | 60 | 8,752.55 | 5,25,153 |
| 22 | Cement mortar 1 : 4 (1 cement : 4 coarse sand) | Sqm | 150 | 1,105.8 | 1,65,870 |
| 23 | Area of slab upto 0.50 sqm | Sqm | 25 | 5,413.5 | 1,35,337.5 |
| 24 | Area of slab over 0.50 sqm | Sqm | 125 | 5,136.3 | 6,42,037.5 |
| 25 | Each | 25 | 978.7 | 24,467.5 | |
| 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 | 1000 | 1,267.95 | 12,67,950 |
| 27 | 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 | 500 | 492.7 | 2,46,350 |
| 28 | 1.0 mm thick | Sqm | 50 | 897.3 | 44,865 |
| 29 | 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 | 100 | 10,874.2 | 10,87,420 |
| 30 | Using R1 series with frame (33mm & above ) x (35mm & above). (Height upto 0.90 meter) | Sqm | 10 | 8,247.25 | 82,472.5 |
| 31 | 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 | 300 | 117.35 | 35,205 |
| 32 | 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 | 500 | 133.7 | 66,850 |
| 33 | Hot finished welded type tubes | Kg | 800 | 194.4 | 1,55,520 |
| 34 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 10000 | 172.6 | 17,26,000 |
| 35 | 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 | 100 | 1,096.55 | 1,09,655 |
| 36 | Size of Tile 600 x 600 mm | Sqm | 2000 | 1,453.65 | 29,07,300 |
| 37 | Size of Tile 500x500 mm | Sqm | 500 | 373.35 | 1,86,675 |
| 38 | Size of Tile 600x600 mm | Sqm | 200 | 309.05 | 61,810 |
| 39 | 110 mm diameter | Metre | 275 | 377.4 | 1,03,785 |
| 40 | 110x110x110 mm | Each | 50 | 234.15 | 11,707.5 |
| 41 | 110 mm bend | Each | 50 | 150.35 | 7,517.5 |
| 42 | 110 mm | Each | 50 | 371.3 | 18,565 |
| 43 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | Sqm | 600 | 1,355.8 | 8,13,480 |
| 44 | 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 | 2500 | 738.65 | 18,46,625 |
| 45 | 1:6 (1 cement: 6 fine sand) | Sqm | 2500 | 333.35 | 8,33,375 |
| 46 | 1:6 (1 cement: 6 fine sand) | Sqm | 4000 | 383 | 15,32,000 |
| 47 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 1500 | 262.7 | 3,94,050 |
| 48 | 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 | 100 | 156.05 | 15,605 |
| 49 | Old work (one or more coats) | Sqm | 20000 | 62.7 | 12,54,000 |
| 50 | With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre | Sqm | 12000 | 73.95 | 8,87,400 |
| 51 | Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. | Sqm | 20000 | 25.15 | 5,03,000 |
| 52 | One or more coats on old work | Sqm | 4500 | 102.8 | 4,62,600 |
| 53 | Old work (One or more coat applied @ 0.90 ltr/10 sqm). | Sqm | 30000 | 80.65 | 24,19,500 |
| 54 | Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm) | Sqm | 50 | 1,090.65 | 54,532.5 |
| 55 | Dismantling W. C . Pan of all sizes including disposal of dismantled materials including malba all complete as per directions of Engineer-in-Charge. | Each | 50 | 134.1 | 6,705 |
| 56 | 2mm (for corrugated roof sheets) | Sqm | 5000 | 498.35 | 24,91,750 |
| 57 | 3 mm thick | Sqm | 2000 | 537.45 | 10,74,900 |
| 58 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 150 | 2,434.25 | 3,65,137.5 |
| 59 | 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 | 50 | 3,551.25 | 1,77,562.5 |
| 60 | In cement mortar | cum | 100 | 2,060.2 | 2,06,020 |
| 61 | In cement mortar | cum | 50 | 2,458.95 | 1,22,947.5 |
| 62 | Of area 3 sq. metres and below | Each | 50 | 143.5 | 7,175 |
| 63 | 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 | 500 | 5.65 | 2,825 |
| 64 | For thickness of tiles 10 mm to 25 mm | Sqm | 400 | 73.4 | 29,360 |
| 65 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | Sqm | 1500 | 54.65 | 81,975 |
| 66 | 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 | 1500 | 263.95 | 3,95,925 |
| 67 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. | Sqm | 500 | 972 | 4,86,000 |
| 68 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in- charge). | cum | 25 | 10,117.6 | 2,52,940 |
| 69 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 20 | 6,515.55 | 1,30,311 |
| 70 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps | Each | 25 | 2,301.75 | 57,543.75 |
| 71 | 610x510 mm bowl depth 200 mm | Each | 20 | 4,940.8 | 98,816 |
| 72 | 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 |
| 73 | 40 mm dia | Each | 100 | 119.55 | 11,955 |
| 74 | 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 | 50 | 1,607.95 | 80,397.5 |
| 75 | 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 | 50 | 1,083.5 | 54,175 |
| 76 | 20 mm nominal dia Pipes | Metre | 300 | 335 | 1,00,500 |
| 77 | 25 mm nominal dia Pipes | Metre | 50 | 401.55 | 20,077.5 |
| 78 | 15 mm nominal dia Pipes | Metre | 50 | 497.8 | 24,890 |
| 79 | 20 mm nominal dia Pipes | Metre | 200 | 537.6 | 1,07,520 |
| 80 | 25 mm nominal dia Pipes | Metre | 50 | 355.4 | 17,770 |
| 81 | 32 mm nominal dia Pipes | Metre | 50 | 438.6 | 21,930 |
| 82 | 40 mm nominal dia Pipes | Metre | 100 | 563.05 | 56,305 |
| 83 | 15 mm nominal bore | Each | 100 | 506.8 | 50,680 |
| 84 | 15 mm nominal bore | Each | 40 | 670.45 | 26,818 |
| 85 | 15mm nominal bore | Each | 70 | 574.3 | 40,201 |
| 86 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 80 | 495.05 | 39,604 |
| 87 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 80 | 598.6 | 47,888 |
| 88 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 80 | 1,176.8 | 94,144 |
| 89 | Providing and fixing powder coated aluminium work (minimum thickness of powder coating 50 micron) consisting of tee/ angle sections, of approved make conforming to IS : 733 in frames of false ceiling including aluminium angle cleats with necessary C.P. brass/ stainless steel sunk screws, aluminium perimeter angles fixed to wall with stainless steel rawl plugs @ 450 mm centre to centre and fixing the frame work to G.I. level adjusting hangers 6 mm dia. with necessary cadmium plated machine screws all complete as per approved architectural drawings and direction of the Engineer-in- charge (level adjusting hangers, ceiling cleats and expansion hold fasteners to be paid for separately). | Kg | 300 | 817.15 | 2,45,145 |
| 90 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | cum | 50 | 8,042.3 | 4,02,115 |
| 91 | For vertical surface two coats @ 0.70 kg per sqm per coat | Sqm | 200 | 472.9 | 94,580 |
| 92 | For horizontal surface one coat @1.10 kg per sqm. | Sqm | 400 | 362.8 | 1,45,120 |
| 93 | 25 mm average thickness | Sqm | 1000 | 126.75 | 1,26,750 |
| 94 | Epoxy bonding adhesive having coverage 2.20 sqm/kg of approved make | Sqm | 1000 | 285.2 | 2,85,200 |
| 95 | 25 mm average thickness in 2 layers. | Sqm | 1000 | 587.35 | 5,87,350 |
| 96 | Frame size 50 x 100 mm | Metre | 250 | 947.7 | 2,36,925 |
| 97 | 30 mm thick | Sqm | 80 | 4,346.7 | 3,47,736 |
| Schedule total | ₹3,88,51,401.75 | ||||
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