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Tender Value
₹4.3 Cr
EMD Value
₹3.7 L
Closing Date
1 Apr 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 Works means: Construction of any building with RCC framed structure.
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 New Office Building (G+1) for Sr.DSC/RPF at Khurda Road and Construction of New SIB Office Building at Khurda Road.
eTender-hq-kur-371-2025
eTender-hq-kur-371-2025
Open
Works - General
12 Months
Khordha, Odisha
₹0
₹3.7 L
1 Apr 2026
9 Mar 2026
18 Mar 2026
156 items across 2 schedules · ₹3,77,83,965.9 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 300 | 177.5 | 53,250 |
| 2 | Ordinary rock | cum | 350 | 498.9 | 1,74,615 |
| 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 | 225 | 196 | 44,100 |
| 4 | All kinds of soil | cum | 350 | 126.8 | 44,380 |
| 5 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 170 | 2,123.75 | 3,61,037.5 |
| 6 | All kinds of soil | Sqm | 900 | 34.15 | 30,735 |
| 7 | Chlorpyriphos/ Lindane emulsifiable concentrate of 20% | Litre | 20 | 234.75 | 4,695 |
| 8 | With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration | Metre | 135 | 38.9 | 5,251.5 |
| 9 | With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | Sqm | 570 | 310.05 | 1,76,728.5 |
| 10 | 1:1 1/2:3 (1 Cement: 1 1/2 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 55 | 8,340.85 | 4,58,746.75 |
| 11 | 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 | 205 | 7,178.75 | 14,71,643.75 |
| 12 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 350 | 392.15 | 1,37,252.5 |
| 13 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 1180 | 927.25 | 10,94,155 |
| 14 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 1090 | 736.4 | 8,02,676 |
| 15 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 770 | 961.3 | 7,40,201 |
| 16 | Stairs, (excluding landings) except spiral- staircases | Sqm | 80 | 764.95 | 61,196 |
| 17 | Under 20 cm wide | Metre | 385 | 208.55 | 80,291.75 |
| 18 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 140 | 951.1 | 1,33,154 |
| 19 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 20400 | 107.85 | 22,00,140 |
| 20 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 54100 | 107.85 | 58,34,685 |
| 21 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 115 | 9,655.7 | 11,10,405.5 |
| 22 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 300 | 10,011.35 | 30,03,405 |
| 23 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 23 | 7,132.25 | 1,64,041.75 |
| 24 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | cum | 570 | 8,752.55 | 49,88,953.5 |
| 25 | Cement mortar 1 : 4 (1 cement : 4 coarse sand) | Sqm | 190 | 1,105.8 | 2,10,102 |
| 26 | Granite work | Metre | 100 | 510.95 | 51,095 |
| 27 | 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 | 425 | 1,267.95 | 5,38,878.75 |
| 28 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 2800 | 238.35 | 6,67,380 |
| 29 | 125x64x1.90 mm | Each | 148 | 118.2 | 17,493.6 |
| 30 | 250x10 mm | Each | 49 | 441.6 | 21,638.4 |
| 31 | 150x10 mm | Each | 49 | 287.25 | 14,075.25 |
| 32 | 300x16x5 mm | Each | 49 | 322.2 | 15,787.8 |
| 33 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 49 | 121.65 | 5,960.85 |
| 34 | 125 mm | Each | 98 | 231.05 | 22,642.9 |
| 35 | 30 mm thick plain PVC door shutters | Sqm | 26 | 3,182.95 | 82,756.7 |
| 36 | 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 | 55 | 570.95 | 31,402.25 |
| 37 | 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 | 80 | 10,874.2 | 8,69,936 |
| 38 | Using R1 series with frame (33mm & above ) x (35mm & above). (Height upto 0.90 meter) | Sqm | 7 | 8,247.25 | 57,730.75 |
| 39 | 200 mm | Each | 10 | 186.65 | 1,866.5 |
| 40 | 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 | 15 | 11,439.6 | 1,71,594 |
| 41 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 900 | 172.6 | 1,55,340 |
| 42 | 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 | 1300 | 772.4 | 10,04,120 |
| 43 | Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours 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 grouting the joints with white cement and matching pigments etc., complete. | Sqm | 130 | 1,330 | 1,72,900 |
| 44 | Size of Tile 600 x 600 mm | Sqm | 1140 | 1,453.65 | 16,57,161 |
| 45 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 90 | 4,481.3 | 4,03,317 |
| 46 | 110 mm diameter | Metre | 140 | 377.4 | 52,836 |
| 47 | 110 mm | Each | 25 | 136.15 | 3,403.75 |
| 48 | 110x110x110 mm | Each | 20 | 234.15 | 4,683 |
| 49 | 110x110x110 mm | Each | 20 | 221.35 | 4,427 |
| 50 | 110 mm bend | Each | 30 | 150.35 | 4,510.5 |
| 51 | 110 mm Shoe | Each | 10 | 131.85 | 1,318.5 |
| 52 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | Sqm | 520 | 1,355.8 | 7,05,016 |
| 53 | 1:6 (1 cement: 6 fine sand) | Sqm | 1500 | 333.35 | 5,00,025 |
| 54 | 1:6 (1 cement: 6 fine sand) | Sqm | 4150 | 383 | 15,89,450 |
| 55 | 1:3 (1 cement : 3 fine sand) | Sqm | 1250 | 300.45 | 3,75,562.5 |
| 56 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 3750 | 262.7 | 9,85,125 |
| 57 | 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 | 3750 | 185.65 | 6,96,187.5 |
| 58 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 740 | 116.9 | 86,506 |
| 59 | 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 | 1490 | 160.6 | 2,39,294 |
| 60 | Two or more coats on new work | Sqm | 70 | 155.9 | 10,913 |
| 61 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 7 | 2,434.25 | 17,039.75 |
| 62 | 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 | 12 | 3,551.25 | 42,615 |
| 63 | In cement mortar | cum | 60 | 2,458.95 | 1,47,537 |
| 64 | 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 | 75 | 263.95 | 19,796.25 |
| 65 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 700 | 1,091.5 | 7,64,050 |
| 66 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 6 | 6,767.4 | 40,604.4 |
| 67 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 15 | 6,515.55 | 97,733.25 |
| 68 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 16 | 2,648.85 | 42,381.6 |
| 69 | 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 | 22 | 349.15 | 7,681.3 |
| 70 | 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 | 11 | 1,648.95 | 18,138.45 |
| 71 | Providing and fixing 100 mm sand cast Iron grating for gully trap. | Each | 16 | 53.25 | 852 |
| 72 | Rectangular shape 1500x450 mm | Each | 5 | 2,093 | 10,465 |
| 73 | 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 | 17 | 1,083.5 | 18,419.5 |
| 74 | C.P. brass | Each | 20 | 803.7 | 16,074 |
| 75 | Waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gms | Each | 20 | 122.4 | 2,448 |
| 76 | 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 | 20 | 375.65 | 7,513 |
| 77 | 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 | 13 | 231.95 | 3,015.35 |
| 78 | PN - 16 Pipe, 40 mm OD (SDR-7.4) | Metre | 150 | 415.1 | 62,265 |
| 79 | PN - 10 Pipe, 50 mm OD (SDR-11) | Metre | 150 | 450.95 | 67,642.5 |
| 80 | 25 mm nominal dia Pipes | Metre | 70 | 401.55 | 28,108.5 |
| 81 | 15 mm nominal dia Pipes | Metre | 120 | 497.8 | 59,736 |
| 82 | 20 mm nominal dia Pipes | Metre | 70 | 537.6 | 37,632 |
| 83 | 40 mm nominal bore | Each | 2 | 826.1 | 1,652.2 |
| 84 | 20 mm nominal bore | Each | 3 | 462.5 | 1,387.5 |
| 85 | Horizontal | Each | 2 | 591.4 | 1,182.8 |
| 86 | 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 |
| 87 | 15 mm nominal bore | Each | 20 | 506.8 | 10,136 |
| 88 | 15 mm nominal bore | Each | 16 | 820.7 | 13,131.2 |
| 89 | 15 mm nominal bore | Each | 42 | 670.45 | 28,158.9 |
| 90 | 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 | 17 | 111.45 | 1,894.65 |
| 91 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 20 | 495.05 | 9,901 |
| 92 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 10 | 598.6 | 5,986 |
| 93 | With float glass panes of 8 mm thickness (weight not less than 20 kg/sqm) | Sqm | 20 | 1,685.4 | 33,708 |
| 94 | Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in- charge (Door handle, lock and stopper etc. to paid separately) | Sqm | 16 | 5,325.9 | 85,214.4 |
| 95 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | cum | 65 | 8,042.3 | 5,22,749.5 |
| 96 | Frame size 45 x 70 mm | Metre | 130 | 705.85 | 91,760.5 |
| 97 | Frame size 65 x 125 mm | Metre | 145 | 1,381.6 | 2,00,332 |
| 98 | 30 mm thick | Sqm | 51 | 4,346.7 | 2,21,681.7 |
| 99 | 35 mm thick | Sqm | 72 | 5,432.85 | 3,91,165.2 |
| Schedule total | ₹3,77,83,965.9 | ||||
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ExplanatoryNotesAndSpecialConditionsforSr.DSCOfficeBuilding.pdf
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