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Tender Value
₹39.4 L
EMD Value
₹78,800
Closing Date
2 Jan 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Deposit Work
WORKS
30 conditions · 2 needing a document upload
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 Goomty in connection with "Modification in EI of KPJG station for interlocking of take off point to railway yard of NALCO siding near Sanakerjanga JSPL-KPJG line."
e-tender-CENTKUR-323-2025~ECOR
e-tender-CENTKUR-323-2025
Open
Works - General
6 Months
Khordha, Odisha
₹0
₹78,800
2 Jan 2026
11 Dec 2025
19 Dec 2025
75 items across 1 schedule · ₹39,37,697.5 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 50 | 177.5 | 8,875 |
| 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 | 30 | 196 | 5,880 |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 30 | 2,123.75 | 63,712.5 |
| 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 | 4 | 7,878.5 | 31,514 |
| 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 | 10 | 7,294.7 | 72,947 |
| 6 | 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 | 10 | 6,812 | 68,120 |
| 7 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 36 | 392.15 | 14,117.4 |
| 8 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 84 | 927.25 | 77,889 |
| 9 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 140 | 736.4 | 1,03,096 |
| 10 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 80 | 961.3 | 76,904 |
| 11 | Stairs, (excluding landings) except spiral- staircases | Sqm | 40 | 764.95 | 30,598 |
| 12 | Under 20 cm wide | Metre | 40 | 208.55 | 8,342 |
| 13 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 15 | 951.1 | 14,266.5 |
| 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 | 1 | 10,585.9 | 10,585.9 |
| 15 | Providing, transporting, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in shelves, including setting in cement mortar 1:3 (1cement : 3 coarse sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but , excluding the 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 | 20,355.8 | 40,711.6 |
| 16 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 2400 | 107.85 | 2,58,840 |
| 17 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 5400 | 107.85 | 5,82,390 |
| 18 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 20 | 9,504.75 | 1,90,095 |
| 19 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 45 | 9,860.4 | 4,43,718 |
| 20 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 15 | 733.5 | 11,002.5 |
| 21 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 10 | 7,132.25 | 71,322.5 |
| 22 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | cum | 60 | 8,752.55 | 5,25,153 |
| 23 | Cement mortar 1 : 4 (1 cement : 4 coarse sand) | Sqm | 20 | 1,105.8 | 22,116 |
| 24 | Area of slab upto 0.50 sqm | Sqm | 2 | 5,413.5 | 10,827 |
| 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 | 20 | 1,267.95 | 25,359 |
| 26 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 300 | 238.35 | 71,505 |
| 27 | 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 | 10 | 570.95 | 5,709.5 |
| 28 | 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 | 4 | 4,488.95 | 17,955.8 |
| 29 | Using M.S. angels 40x40x6 mm for diagonal braces | Sqm | 32 | 5,804.35 | 1,85,739.2 |
| 30 | Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). | Kg | 240 | 141.7 | 34,008 |
| 31 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 100 | 172.6 | 17,260 |
| 32 | Medium shades pigment using 50% white cement and 50% ordinary cement | Sqm | 40 | 2,370.95 | 94,838 |
| 33 | Acid and alkali resistant tile | Sqm | 10 | 1,738.15 | 17,381.5 |
| 34 | Acid and alkali resistant tile | Sqm | 5 | 1,884.9 | 9,424.5 |
| 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 | 10 | 1,096.55 | 10,965.5 |
| 36 | Size of Tile 600 x 600 mm | Sqm | 47 | 1,453.65 | 68,321.55 |
| 37 | 110 mm diameter | Metre | 40 | 377.4 | 15,096 |
| 38 | 110 mm | Each | 10 | 127.6 | 1,276 |
| 39 | 110x110x110 mm | Each | 10 | 234.15 | 2,341.5 |
| 40 | 110 mm bend | Each | 10 | 150.35 | 1,503.5 |
| 41 | 110 mm | Each | 20 | 371.3 | 7,426 |
| 42 | 1:6 (1 cement: 6 fine sand) | Sqm | 260 | 333.35 | 86,671 |
| 43 | 1:6 (1 cement: 6 fine sand) | Sqm | 230 | 383 | 88,090 |
| 44 | 1:3 (1 cement : 3 fine sand) | Sqm | 65 | 300.45 | 19,529.25 |
| 45 | Neat cement punning. | Sqm | 20 | 79.95 | 1,599 |
| 46 | 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 | 325 | 185.65 | 60,336.25 |
| 47 | 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 | 232 | 160.6 | 37,259.2 |
| 48 | Two or more coats on new work | Sqm | 82 | 155.9 | 12,783.8 |
| 49 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 5 | 2,434.25 | 12,171.25 |
| 50 | Nominal concrete 1:4:8 or leaner mix (including equivalent design mix) | cum | 6 | 1,503.6 | 9,021.6 |
| 51 | 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 | 5 | 3,551.25 | 17,756.25 |
| 52 | In cement mortar | cum | 10 | 2,060.2 | 20,602 |
| 53 | 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 | 52 | 263.95 | 13,725.4 |
| 54 | 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 | 146 | 972 | 1,41,912 |
| 55 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 1 | 6,515.55 | 6,515.55 |
| 56 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps | Each | 1 | 2,301.75 | 2,301.75 |
| 57 | 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 | 1 | 349.15 | 349.15 |
| 58 | 32 mm dia | Each | 2 | 103.9 | 207.8 |
| 59 | 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 | 1 | 168.35 | 168.35 |
| 60 | Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. | Each | 1 | 231.95 | 231.95 |
| 61 | 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 | 1 | 708.95 | 708.95 |
| 62 | 20 mm nominal dia Pipes | Metre | 15 | 335 | 5,025 |
| 63 | 25 mm nominal dia Pipes | Metre | 15 | 401.55 | 6,023.25 |
| 64 | 40 mm nominal dia Pipes | Metre | 18 | 702.95 | 12,653.1 |
| 65 | 20 mm nominal dia Pipes | Metre | 15 | 537.6 | 8,064 |
| 66 | 25 mm nominal dia Pipes | Metre | 15 | 355.4 | 5,331 |
| 67 | 40 mm nominal dia Pipes | Metre | 15 | 563.05 | 8,445.75 |
| 68 | 40 mm nominal bore | Each | 2 | 826.1 | 1,652.2 |
| 69 | 20 mm nominal bore | Each | 1 | 462.5 | 462.5 |
| 70 | Horizontal | Each | 2 | 591.4 | 1,182.8 |
| 71 | 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 | 1000 | 11 | 11,000 |
| 72 | 15 mm nominal bore | Each | 1 | 506.8 | 506.8 |
| 73 | 15 mm nominal bore | Each | 1 | 798.95 | 798.95 |
| 74 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 1 | 2,707.65 | 2,707.65 |
| 75 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 1 | 12,770.55 | 12,770.55 |
| Schedule total | ₹39,37,697.5 | ||||
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