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Tender Value
₹19.9 Cr
EMD Value
₹39.7 L
Closing Date
21 Aug 2026, 3:30 pm
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
Above/Below/Par
DRM/WORKS
15 conditions · 3 needing a document upload
10.2 - 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, as provided at Page 42 of tender documents, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
10.3 Financial Eligibility Criteria: For tenders having advertised value more than Rs 10 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. The available bid capacity shall be calculated as under: Available Bid Capacity = [A x N x 2] - 0.33xNxB Where, A = Maximum value of construction works executed and payment received in any one of the previous three financial years or the current financial year (up to date of inviting tender), taking into account the completed as well as works in progress. N= Number of years prescribed for completion of work for which bids has been invited. B = Existing commitments and balance amount of ongoing works with tenderer as per the prescribed proforma of Railway for statement of all works in progress and also the works which are awarded to tenderer but yet not started upto the date of inviting of tender. Note: (a) The Tenderer(s) shall furnish the details of - (i). Maximum value of construction works executed and payment received in any one of the previous three financial years or the current financial year (up to date of inviting tender) for calculating A, and (ii). Existing commitments and balance amount of ongoing works with tenderer as per the prescribed proforma of Railway for statement of all works in progress and also the works which are awarded to tenderer but yet not started upto the date of inviting of tender for calculating B. In case of no works in hand, a 'NIL' statement should be furnished. The submitted details for (i) and (ii) above should be duly verified by Chartered Accountant. (b) In case if a bidder is JV, the tenderer(s) must furnish the details of (i). Maximum value of construction works executed and payment received in any one of the previous three financial years or the current financial year (up to date of inviting tender) by each member of JV for calculating A, and (ii). Existing commitments and balance amount of ongoing works with each member of JV either in individual capacity or as a member of other JV as per the prescribed proforma of Railway for statement of all works in progress and also the works which are awarded to each member of JV either in individual capacity or as a member of other JV but yet not started upto the date of inviting of tender for calculating B. In case of no works in hand, a 'NIL' statement should be furnished. The submitted details for (i) and (ii) above should be duly verified by Chartered Accountant. (c) Value of a completed work/work in progress/work awarded but yet not started for a Member in an earlier JV shall be reckoned only to the extent of the concerned member's share in that JV for the purpose of satisfying his/her compliance to the above mentioned bid capacity in the tender under consideration. (d) The arithmetic sum of individual "bid capacity" of all the members shall be taken as JV's "bid capacity". (e) In case, the tenderer/s failed to submit the above statement along with offer, their/his offer shall be considered as incomplete and will be rejected summarily. (f) The available bid capacity of tenderer shall be assessed based on the details submitted by the tenderer. In case, the available bid capacity is lesser than estimated cost of work put to tender, his offer shall not be considered even if he has been found eligible in other eligibility criteria/tender requirement.
24 conditions · 3 needing a document upload
"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.
Indian Railways Standard General Conditions of Contract, April 2022 (GCC, April 2022) has been introduced and available on website with all correction slips issued up to date for inviting tender and same will be applicable for this tender. Advance Correction Slip No. 1, 2, 3, 4, 5, 6, 7, 8, 9, 10 and 11 to Indian Railways Standard General Conditions of Contract, April - 2022 circulated by the Railway Board vide letter No. 2022/CE-I/ CT/GCC-2022/Policy dated 14.07.2022, 13.12.2022, 26.04.2023, 07.08.2023, 20.10.2023 , 21.12.2023, 25.09.2024, 20.12.2024, 09.01.2025,04.03.2025 and 13.03.2026 are applicable to this tender.
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.
As per ACS 1 to GCC April 2022, issued vide Railway Board's letter dt. 14.07.2022, PVC Clause shall be applicable only in tenders having advertised value above Rs. 2 Crores provided to the provisions as per clause 46A-1. Tenderers should take a note and quote their rates accordingly.
In case Civil work tenders, the quantity of cement required in the items where necessary, will be used by the contractor on the same rates as accepted in tender, as per the quantity mentioned against each item in USSOR/DSR, though not mentioned in tender schedule.
Tenderers are advised to quote their rates including all type of taxes and levies etc. to be paid by them. Any extra payment will not be made on account of taxes/Levies etc., in excess of Contract Agreement Value,
In case of submission of Bid Security in the form of Bank Guarantee, a scanned copy of Original BG valid for a period of 90 days beyond the validity period of tender, and addressed in favour of Sr.DFM/WCR/BPL, shall be uploaded on IREPS portal while applying for tender. And As per ACS 2 to GCC April 2022, circulated vide Railway Board letter dt. 13.12.22, original BG should be delivered in person to the Concerned Official in Office before closing date for submission of bid (i.e. Excluding the last date of submission of bid) without fail. Any failure in this connection shall lead to summary rejection of bid.
Maintenance period will be 12 months after successful completion of work
Part (A) Harda- Development of Block-C Station Building, Integration of work of 12m FOB with Station Building and Provision of other user Amenities. Part (B) Construction of 12 numbers RB-II staff qtrs at new yard ET on replacement basis (including electrical work). Part (C) Itarsi- Provision of additional floor space and Improvement Work of amenities in the existing PRS building, Waiting Hall & station amenities along with balance works of New Building. Part (D)ITARSI JN- Improvement of electrical facility and Service building sub stations and office of PY ET Depot (including electrical work)
WCR-BPL-W-26-27-S-13-72
WCR-BPL-W-26-27-S-13-72
Open
Works - General
15 Months
Bhopal, Madhya Pradesh
₹0
₹39.7 L
29 Jul 2026
29 Jul 2026
7 Aug 2026
716 items across 13 schedules · ₹20,09,60,032.34 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 400 | 177.5 | 71,000 |
| 2 | 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 | 266.3 | 7,294.7 | 19,42,578.61 |
| 3 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 296 | 392.15 | 1,16,076.4 |
| 4 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 440 | 842.5 | 3,70,700 |
| 5 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 752.88 | 927.25 | 6,98,107.98 |
| 6 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 1254 | 736.4 | 9,23,445.6 |
| 7 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 974.4 | 961.3 | 9,36,690.72 |
| 8 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg 45848.5 | — | 107.85 | 49,44,760.73 |
| 9 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg 22159.14 | — | 107.85 | 23,89,863.25 |
| 10 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 401 | 9,504.75 | 38,11,404.75 |
| 11 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 282.28 | 9,860.4 | 27,83,393.71 |
| 12 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 225.48 | 733.5 | 1,65,389.58 |
| 13 | Area of slab upto 0.50 sqm | Sqm | 107.1 | 5,413.5 | 5,79,785.85 |
| 14 | Granite work | Metre | 291.6 | 510.95 | 1,48,993.02 |
| 15 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 48 | 3,473.85 | 1,66,744.8 |
| 16 | 300x16 mm | Each | 72 | 303.25 | 21,834 |
| 17 | 100 mm | Each | 72 | 59.55 | 4,287.6 |
| 18 | 30 mm thick pre laminated PVC door shutters | Sqm | 26.64 | 3,663.8 | 97,603.63 |
| 19 | With 12 mm mild steel U beading | Sqm | 21.6 | 1,228 | 26,524.8 |
| 20 | 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 | 3000 | 133.7 | 4,01,100 |
| 21 | Hot finished seamless type tubes | Kg 9878.98 | — | 206.35 | 20,38,527.52 |
| 22 | 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 | 800 | 772.4 | 6,17,920 |
| 23 | Size of Tile 600 x 1200 mm | Sqm | 936 | 1,577.15 | 14,76,212.4 |
| 24 | Size of Tile 1000 x 1000 mm | Sqm | 702 | 1,801.7 | 12,64,793.4 |
| 25 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 150 | 3,186.7 | 4,78,005 |
| 26 | 110 mm diameter | Metre | 81.6 | 377.4 | 30,795.84 |
| 27 | 110 mm | Each | 10 | 127.6 | 1,276 |
| 28 | 110 mm | Each | 56 | 371.3 | 20,792.8 |
| 29 | 2 mm thick flat | Sqm | 20 | 1,245.65 | 24,913 |
| 30 | 1:4 (1 cement: 4 fine sand) | Sqm | 3640 | 347.05 | 12,63,262 |
| 31 | 1:3 (1 cement : 3 fine sand) | Sqm | 717.6 | 300.45 | 2,15,602.92 |
| 32 | Extra for plastering exterior walls of height more than 10 m from ground level for every additional height of 3 m or part thereof. | Sqm | 58 | 87.1 | 5,051.8 |
| 33 | Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm | Sqm | 4577.6 | 193.7 | 8,86,681.12 |
| 34 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture | Sqm | 100 | 176.25 | 17,625 |
| 35 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture | Sqm | 540 | 170.7 | 92,178 |
| 36 | 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 | 4577.6 | 156.05 | 7,14,334.48 |
| 37 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 140.8 | 2,434.25 | 3,42,742.4 |
| 38 | In cement mortar | cum | 49.92 | 2,060.2 | 1,02,845.18 |
| 39 | Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1kilometre, as per direction of Engineer-in-charge. | cum | 87.5 | 420.8 | 36,820 |
| 40 | Surface dressing on old surface with hot bitumen of grade VG - 10 of approved quality using 1.95 kg of bitumen per sqm with 1.50 cum of stone chippings 11.2 mm nominal size per 100 sqm of road surface, including consolidation with road roller of 6 to 8 tonne capacity, etc. complete. | Sqm | 875 | 175.1 | 1,53,212.5 |
| 41 | For 50 mm compacted thickness using coarse aggregate of size 50-20 mm graded @ 0.60 cum per 10 sqm key aggregate of size 12.5 mm graded @ 0.15 cum per 10 sqm. With paving asphalt grade VG - 10 @ 50 kg/ 10 sqm. | Sqm | 875 | 505.65 | 4,42,443.75 |
| 42 | Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete. | Sqm | 875 | 88.55 | 77,481.25 |
| 43 | Cement concrete prepared with batch mixing machine | cum | 300 | 10,529.35 | 31,58,805 |
| 44 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. | Sqm | 212.5 | 747.8 | 1,58,907.5 |
| 45 | Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. | Sqm | 45 | 2,017.6 | 90,792 |
| 46 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 9 | 6,767.4 | 60,906.6 |
| 47 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 6 | 6,258.75 | 37,552.5 |
| 48 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap | Each | 13 | 2,226.35 | 28,942.55 |
| 49 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 13 | 1,683.35 | 21,883.55 |
| 50 | 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 | 5 | 349.15 | 1,745.75 |
| 51 | 32 mm dia | Each | 10 | 119.55 | 1,195.5 |
| 52 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 150 | 1,151.9 | 1,72,785 |
| 53 | Sand cast iron S&S as per IS: 3989 | Each | 8 | 1,996.5 | 15,972 |
| 54 | Providing and fixing floor mounted, white vitreous china single piece, double traps syphonic water closet of approved brand/make, shape, size and pattern including integrated white vitreous china cistern of capacity 10 litres with dual flushing system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts and gasket etc including making connection with the existing P/S trap, complete in all respect as per directions of Engineer-in-Charge. | Each | 5 | 18,212.9 | 91,064.5 |
| 55 | 15 mm nominal dia Pipes | Metre | 90 | 497.8 | 44,802 |
| 56 | 25 mm nominal dia Pipes | Metre | 100 | 627.25 | 62,725 |
| 57 | 25 mm nominal bore | Each | 6 | 622.4 | 3,734.4 |
| 58 | 25 mm nominal bore | Each | 6 | 464.05 | 2,784.3 |
| 59 | 15 mm nominal bore | Each | 20 | 97.75 | 1,955 |
| 60 | 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 | 6000 | 11 | 66,000 |
| 61 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 30 | 125.6 | 3,768 |
| 62 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 25 | 118.5 | 2,962.5 |
| 63 | 150 mm nominal size square 100 mm diameter of the inner hinged round grating | Each | 15 | 196.95 | 2,954.25 |
| 64 | 150 mm dia. R.C.C. pipe | Metre | 50 | 556.45 | 27,822.5 |
| 65 | 300 mm dia piles | Metre | 896 | 3,065.6 | 27,46,777.6 |
| 66 | 300 mm dia piles | Each | 224 | 2,626.3 | 5,88,291.2 |
| 67 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 2130 | 530.9 | 11,30,817 |
| 68 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 600 | 634.45 | 3,80,670 |
| 69 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 28.4 | 1,176.8 | 33,421.12 |
| 70 | Providing and fixing double glazed hermetically sealed glazing in aluminium windows, ventilators and partition etc. with 6 mm thick clear float glass both side, having 12 mm air gap, including providing EPDM gasket, perforated aluminium spacers, desiccants, sealant (Both primary and secondary sealant) etc. as per specifications, drawings and direction of Engineer-in-charge complete. | Sqm | 36 | 4,997.7 | 1,79,917.2 |
| 71 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 133.03 | 9,844.65 | 13,09,633.79 |
| Schedule total | ₹4,13,33,389.7 | ||||
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TDGCCMarch_261.pdf
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PublicProcurementOrder.pdf
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Annualcont.turnoverformatAnn.VIB.pdf Annexure-VIB
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ACS11.pdf
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AnnexureVIforBidcapacity1.pdf
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