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Tender Value
₹3.6 Cr
EMD Value
₹3.3 L
Closing Date
2 Mar 2026, 3:30 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
Above/Below/Par
WA SECTION
16 conditions · 3 needing a document upload
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
As per Standard Financial Criteria, the tenderers are required to submit audited balance sheet for the previous three financial years. Accordingly, the tenderers are required to submitted audited balance sheet for the financial years 2022-23, 2023-24 and 2024-25. However, in case balance sheet of the previous year i.e 2024-25 is yet to be prepared/ audited, the audited balance sheet of the fourth previous year i.e 2021-22 shall be considered. However, it should be invariably defined by the tenderer duly certified by the Chartered Accountant that balance sheet for 2024-25 is yet to be prepared / audited.
38 conditions · 2 needing a document upload
THE OFFERS WITHOUT EARNEST MONEY EXCEPT IN CASE OF EXEMPTION CLAIMED AS PER COMMERCIAL COMPLIANCE OF NIT WILL BE SUMMARILY REJECTED.
"The said suppliers of goods and/or services would be subject to GST Act and Rules as applicable from time to time. Tenderers are requested to submit their offers as per GST Tax regime. All the bidders/tenderers should ensure that they are GST compliant and their quoted tax structure/rates are as per GST Law"
Successful tenderers are required to submit the number of labour to be employed for this particular work. Also the list showing names, along with all other details, of male and female workers employed in this work, should be submitted to office, at the time of submitting performance guarantee and before executing contract agreement. They should also ensure that 1) The payment to the contract labour should be made through bank/cheque. 2) Identity Cards should be issued to all contract workers. 3) Necessary steps should be taken to deduct provident fund from the payment made to contract labour and ensure that the same is credited to their Provident Fund account. 4)Medical facilities from ESI should be ensured, if applicable.
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.
Tenderers are required to submit a copy of cancelled cheque in order to facilitate the payments regarding refund of EMD etc. in their proper accounts.
In case, submission of Bid Security in the form of Bank Guarantee, following shall be ensured: (1) scanned copy of the Bank Guarantee shall be uploaded on e-Procurement Portal (IREPS) while applying to the tender (2) 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 bids (i.e excluding the last date of submission of bids).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 bids (i.e excluding the last date of submission of bids).
For tenders having advertised value more than Rs. 20 crore wherein eligibility criteria includes bid capacity also, the tenderer will be qualified only if its available bid capacity is equal to or more than the total bid value of the present tender. Annexure VI of GCC April 2022 and Advance Correction Slip No.1(Rly. Board letter No.2022/CE-I/CT/GCC2022/Policy date 14.07.202
BID SECURITY IF SUBMITTED IN FORM OF BANK GUARANTEE SHALL BE ISSUED IN FAVOUR OF SR DIVISIONAL FINANCE MANAGER (SR DFM) WCR KOTA.
The quantities shown above are approximate and to give a General guideline Railway reserves the right to increase or decrease or to delete any of the items
All rates quoted in the tender shall be deemed to be inclusive of all Taxes royalties payable by the contractor s to the Government or public body or local authority and no additional amount will be paid or claim entertained on this account by the Railway
It is responsibility of the tenderer that they ensure to see any corrigendum of the tender to check the corrigendum on the website from time to time
General arrangement drawing for the work can be seen in the office of the Divisional Railway Manager / Senior Divisional Engineer / Divisional Engineer and Chief Engineer open line office Western Central Railway Kota at any time during the office hours These drawing are only for the guidance of contractors Detailed working drawing if required based generally on the drawing mentioned above and various conditions mentioned in tender documents shall be submitted by the tenderer for approval of the same by Railway
If any partner(s) of a partnership firm expires after the submission of its tender or after the acceptance of its tender, the Railway shall deem such tender as cancelled/contract as terminated under clause 61 of the Standard General Conditions of Contract, unless the firm retains its character as per partnership agreement. If a sole proprietor expires after the submission of tender or after the acceptance of tender, the Railway shall deem such tender as cancelled / contract as terminated under clause 61 of the Standard General Conditions of Contract.
The contractor shall employ the following Qualified Graduate Engineer during execution of the alloted work a One Qualified Graduate Engineer when cost of work is to be executed is Rs 200 lakh and above, and b One Qualified Diploma Holder Engineer when cost of work to be executed is more than Rs 25 lakh, but less than Rs 200 lakh In case the Contractor fails to employ the Qualified Engineer as above shall be liable to pay an amount of Rs 40000.00 and Rs 25000.00 for each month or part thereof for the default period for the provisions
It is the responsibility of the Contractor to arrange the Payment of the labour employed for the work through Bank as per Minimum Wages Act
Price Variation Clause (PVC) shall be applicable only in tender having advertised value above Rs. 2 Crores (GCC-JLUY-2022- Advanced Correction Slip no-1).
I n case o f a n y wrong information submitted b y tenderer, the contract shall be terminated, Earnest Money Deposit (EMD), Performance Guarantee (PG) and Security Deposit ( S D ) of contract forfeited and agency barred for doing business on for 5 (five) years.
The Railway reserves the right to verify all statements, information and documents submitted by the bidder in his tender offer, and the bidder shall, when so required by the Railway, make available all such information, evidence and documents as may be necessary for such verification. Any such verification or lack of such verification, by the Railway shall not relieve the bidder of its obligations or liabilities hereunder nor will it affect any rights of the Railway thereunder.
I/We agree to carry out all works with use of modern equipments of required capacity for the work without extra payment. The decision of railway engineer shall be final and binding in this regard.
It is the responsibility of contractor to arrange the payment of the labour employed for the work through bank and to deduct PF as per the provisions of Minimum Wages Act.
The quantities shown above are approximate and to give a general guideline. Railway reserves a right to increase, decrease or to delete any of the items mentioned in schedule.
Kota Division- Provision of new OPD in Divisional Railway hospital Kota.
27-2026R
27-2026R
Open
Works - General
15 Months
Kota, Rajasthan
₹0
₹3.3 L
2 Mar 2026
4 Feb 2026
89 items across 2 schedules · ₹4,10,66,534.14 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 980 | 205.45 | 2,01,341 |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | cum | 245 | 253.95 | 62,217.75 |
| 3 | All kinds of soil | cum | 200 | 104.5 | 20,900 |
| 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 | 55 | 7,365.15 | 4,05,083.25 |
| 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 | 440 | 6,833.4 | 30,06,696 |
| 6 | 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 | 5 | 9,375.2 | 46,876 |
| 7 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | Sqm | 65 | 669.55 | 43,520.75 |
| 8 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 232 | 307.95 | 71,444.4 |
| 9 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 2430 | 766.55 | 18,62,716.5 |
| 10 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 3160 | 608.35 | 19,22,386 |
| 11 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 400 | 804.25 | 3,21,700 |
| 12 | Stairs, (excluding landings) except spiral- staircases | Sqm | 15 | 657.75 | 9,866.25 |
| 13 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 14000 | 89.65 | 12,55,100 |
| 14 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 33500 | 89.65 | 30,03,275 |
| 15 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 160 | 8,683.8 | 13,89,408 |
| 16 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 340 | 10,306.2 | 35,04,108 |
| 17 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 5 | 6,658.25 | 33,291.25 |
| 18 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | cum | 600 | 7,676.3 | 46,05,780 |
| 19 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 300 | 6,653.45 | 19,96,035 |
| 20 | Red sand stone | Sqm | 10 | 12,241.7 | 1,22,417 |
| 21 | Area of slab over 0.50 sqm | Sqm | 1350 | 3,301.45 | 44,56,957.5 |
| 22 | Fastener with threaded dia 10 mm | Each | 100 | 33.8 | 3,380 |
| 23 | Red sand stone - 30mm thick gang saw cut stone | Sqm | 40 | 2,459.7 | 98,388 |
| 24 | 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 | 320 | 1,063.45 | 3,40,304 |
| 25 | 250x16 mm | Each | 60 | 234.9 | 14,094 |
| 26 | 100x10 mm | Each | 40 | 58.65 | 2,346 |
| 27 | 100 mm | Each | 60 | 53.25 | 3,195 |
| 28 | Twin rubber stopper | Each | 60 | 62.25 | 3,735 |
| 29 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with awall thickness of 5 mm, made out of extruded 5mm 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 | 135 | 408.25 | 55,113.75 |
| 30 | 30 mm thick pre laminated PVC door shutters | Sqm | 40 | 2,455.1 | 98,204 |
| 31 | Casement window single panel with S.S. friction hinges (300 x 19 x 1.9 mm), made of (small series) frame 47 x 50 mm & sash 47 x 68 mm both having wall thickness of 1.9 +/- 0.2 mm and single glass pane glazing bead of appropriate dimension. (Area of window upto 0.75 sqm.) | Sqm | 42 | 10,443.75 | 4,38,637.5 |
| 32 | Casement window double panels with top fixed with S.S. friction hinges (350 x 19 x 1.9 mm) made of (small series) frame 47 x 50 mm, sash 47 x 68 mm & mullion 47 x 68 mm all having wall thickness of 1.9 +/- 0.2 mm and single glazing bead of appropriate dimension. ( Area of window upto 2.50 sqm). | Sqm | 120 | 7,776.7 | 9,33,204 |
| 33 | Hot finished welded type tubes | Kg | 300 | 154.9 | 46,470 |
| 34 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 8000 | 142.3 | 11,38,400 |
| 35 | 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, i/c 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 | 225 | 612.25 | 1,37,756.25 |
| 36 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 40 | 7,958.65 | 3,18,346 |
| 37 | 40 mm wide and 4 mm thick | Metre | 120 | 79.5 | 9,540 |
| 38 | 25 mm thick | Sqm | 100 | 1,706.6 | 1,70,660 |
| 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 | 70 | 935.6 | 65,492 |
| 40 | 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 all colours, shades, except 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 pigments etc., complete. | Sqm | 50 | 1,225.1 | 61,255 |
| 41 | Size of Tile 600 x 600 mm | Sqm | 600 | 1,286.6 | 7,71,960 |
| 42 | Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red | Sqm | 65 | 2,677.9 | 1,74,063.5 |
| 43 | Extra for providing and fixing wind ties of 40x 6 mm flat iron section. | Metre | 120 | 163.65 | 19,638 |
| 44 | 110 mm diameter | Metre | 100 | 319.75 | 31,975 |
| 45 | 110 mm bend | Each | 20 | 132 | 2,640 |
| 46 | 110 mm Shoe | Each | 20 | 115.95 | 2,319 |
| 47 | 110 mm | Each | 40 | 309.5 | 12,380 |
| 48 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in- charge) 0.50 mm (+ 0.05 %) total coated thickness 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 | 150 | 671.55 | 1,00,732.5 |
| 49 | Ridges plain (500 - 600mm) | Metre | 20 | 450.6 | 9,012 |
| 50 | 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, made of Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16mm thick fire retardant PVC film on the face side and 12micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit. | Sqm | 350 | 1,948.95 | 6,82,132.5 |
| 51 | 1:6 (1 cement: 6 fine sand) | Sqm | 3476 | 282 | 9,80,232 |
| 52 | 1:6 (1 cement: 6 fine sand) | Sqm | 310 | 382.1 | 1,18,451 |
| 53 | Two or more coats on new work | Sqm | 3500 | 137.85 | 4,82,475 |
| 54 | Two or more coats on new work | Sqm | 120 | 131.45 | 15,774 |
| 55 | 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 | 3500 | 123.85 | 4,33,475 |
| 56 | Orissa pattern W.C Pan of size 580x440 mm | Each | 10 | 3,850.65 | 38,506.5 |
| 57 | 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 | 250 | 951 | 2,37,750 |
| 58 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 18 | 5,540.55 | 99,729.9 |
| 59 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps | Each | 20 | 2,040.85 | 40,817 |
| 60 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 10 | 1,500.05 | 15,000.5 |
| 61 | 32 mm dia | Each | 30 | 90.95 | 2,728.5 |
| 62 | Providing and fixing 600x450 mm beveled 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 | 20 | 1,411.15 | 28,223 |
| 63 | C.P. brass | Each | 20 | 680.8 | 13,616 |
| 64 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 20 | 1,018.05 | 20,361 |
| 65 | Sand cast iron S&S as per IS - 1729 | Each | 10 | 530.7 | 5,307 |
| 66 | Sand cast iron S&S as per IS - 1729 | Each | 10 | 412.95 | 4,129.5 |
| 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 | 20 | 146.3 | 2,926 |
| 68 | 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 | 20 | 204.7 | 4,094 |
| 69 | 20 mm nominal dia Pipes | Metre | 1000 | 325.1 | 3,25,100 |
| 70 | 20 mm nominal dia Pipes | Metre | 800 | 275.25 | 2,20,200 |
| 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. | Litre | 6000 | 9.7 | 58,200 |
| 72 | 15mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 45 | 109.85 | 4,943.25 |
| 73 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 45 | 103.15 | 4,641.75 |
| 74 | 100 mm nominal dia | Each | 36 | 33.2 | 1,195.2 |
| 75 | 15 mm nominal bore, 105 mm long, weighing not less than 138 gms | Each | 12 | 161.55 | 1,938.6 |
| 76 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 2090 | 433.95 | 9,06,955.5 |
| 77 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 2103 | 531.8 | 11,18,375.4 |
| 78 | Pre-laminated particle board with decorative lamination on both sides | Sqm | 75 | 951.05 | 71,328.75 |
| 79 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 150 | 1,019.8 | 1,52,970 |
| 80 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 50 | 1,325.55 | 66,277.5 |
| 81 | 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 | 600 | 674.6 | 4,04,760 |
| 82 | Providing and fixing 6 mm dia. G.I. level adjusting hangers (upto 1200mm length), fixed to roof slabs by means of ceiling cleats made out of G.I. flat 40x3mm size 60 mm long and stainless steel expandable dash fastener of 12.5 mm dia and 50 mm long, complete as per direction of Engineer- in-charge. | Each | 362 | 70.95 | 25,683.9 |
| Schedule total | ₹3,99,92,658.4 | ||||
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