Loading
Loading…
Loading…
Tender Value
₹6.0 Cr
EMD Value
₹11.9 L
Closing Date
9 Jun 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
DRM/WORKS
14 conditions · 2 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 41 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.
10.1 Technical Eligibility Criteria: (a)The tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i)Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or (ii)Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or (iii)One similar work costing not less than the amount equal to 60% of advertised value of the tender. (b) (1)In case of tenders for composite works (e.g. works involving more than one distinct component, such as Civil Engineering works, S&T works, Electrical works, OHE works etc. and in the case of major bridges - substructure, superstructure etc.), tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i)Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, or (ii)Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or (iii)One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender. Note for b(1): Separate completed works of minimum required values shall also be considered for fulfillment of technical eligibility criteria for different components. (b)(2)In such cases, what constitutes a component in a composite work shall be clearly pre- defined with estimated tender cost of it, as part of the tender documents without any ambiguity. (b) (3) To evaluate the technical eligibility of tenderer, only components of work as stipulated in tender documents for evaluation of technical eligibility, shall be considered. The scope of work covered in other remaining components shall be either executed by tenderer himself if he has work experience as mentioned in clause 7 of the Standard General Conditions of Contractor through subcontractor fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract or jointly i.e., partly himself and remaining through subcontractor, with prior approval of Chief Engineer in writing. However, if required in tender documents by way of Special Conditions, a formal agreement duly notarised, legally enforceable in the court of law, shall be executed by the main contractor with the subcontractor for the component(s) of work proposed to be executed by the subcontractor(s), and shall be submitted along with the offer for considering subletting of that scope of work towards fulfilment of technical eligibility. Such subcontractor must fulfill technical eligibility criteria as follows: The subcontractor shall have successfully completed at least one work similar to work proposed for subcontract, costing not less than 35% value of work to be subletted, in last 5 years, ending last day of month previous to the one in which tender is invited through a works contract. Non-submission of the Completion certificate issued by the Competent Authority shall result into summarily rejection of the offer.
Defination of Similar Work :- 3.1 - Any Civil Construction or repair work
23 conditions · 2 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.
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.
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.
Maintenance Period for this work will be 6 months after successful completion of work.
Part A) Upgradation of ROH and Sick line facilities at wagon repair shed and yard Itarsi. Part B) Itarsi - Construction of new Hospital Building.
WCR-BPL-W-26-27-S-02-23
WCR-BPL-W-26-27-S-02-23
Open
Works - General
12 Months
Bhopal, Madhya Pradesh
₹0
₹11.9 L
9 Jun 2026
14 May 2026
26 May 2026
221 items across 6 schedules · ₹6,80,96,372.73 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 296.75 | 205.45 | 60,967.29 |
| 2 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 150 | 2,161.2 | 3,24,180 |
| 3 | 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 | 369.05 | 6,833.4 | 25,21,866.27 |
| 4 | Foundations, footings, bases for columns | Sqm | 145.6 | 307.95 | 44,837.52 |
| 5 | 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 | 450.88 | 8,364.2 | 37,71,250.5 |
| 6 | 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 | 259.62 | 10,185.05 | 26,44,242.68 |
| 7 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 177.44 | 307.95 | 54,642.65 |
| 8 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 27 | 766.55 | 20,696.85 |
| 9 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 1595.7 | 608.35 | 9,70,744.1 |
| 10 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 421.2 | 804.25 | 3,38,750.1 |
| 11 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 51150 | 89.65 | 45,85,597.5 |
| 12 | Area of slab upto 0.50 sqm | Sqm | 8.1 | 4,679.35 | 37,902.74 |
| 13 | Area of slab over 0.50 sqm | Sqm | 5 | 4,425.35 | 22,126.75 |
| 14 | 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 | 90 | 1,063.45 | 95,710.5 |
| 15 | Fixed to steel windows by welding | Kg | 1080 | 181 | 1,95,480 |
| 16 | 300x16 mm | Each | 18 | 260.3 | 4,685.4 |
| 17 | 250x16 mm | Each | 8 | 234.9 | 1,879.2 |
| 18 | 150x10 mm | Each | 5 | 75.55 | 377.75 |
| 19 | 100 mm | Each | 36 | 53.25 | 1,917 |
| 20 | 30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm (+/- 0.2 mm), with inbuilt decorative moulding edging on one side. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm (+/- 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x30 mm and 2 mm (+/- 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/ galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi- chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (+/- 0.1 mm) wall thickness . The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge. | Sqm | 8.36 | 2,008.55 | 16,791.48 |
| 21 | 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 | 23.4 | 408.25 | 9,553.05 |
| 22 | Three track three panels sliding window with fly proof SS wire mesh (Two nos. glazed & one no. wire mesh panels) made of (small series) frame 92 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 +/- 0.2 mm and single glazing bead of appropriate dimension (Area of window upto 1.75 sqm). | Sqm | 60.75 | 10,030.3 | 6,09,340.73 |
| 23 | 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 | 800 | 93.05 | 74,440 |
| 24 | 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 | 36000 | 111.95 | 40,30,200 |
| 25 | Hot finished welded type tubes | Kg | 10000 | 154.9 | 15,49,000 |
| 26 | Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete. | Each | 18 | 185.95 | 3,347.1 |
| 27 | In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete | Kg | 2000 | 102.25 | 2,04,500 |
| 28 | Acid and alkali resistant tile | Sqm | 150 | 1,637.7 | 2,45,655 |
| 29 | 25 mm thick | Sqm | 200 | 1,706.6 | 3,41,320 |
| 30 | 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 | 50 | 1,142.8 | 57,140 |
| 31 | Size of Tile 1000x1000 mm | Sqm | 900 | 2,551.95 | 22,96,755 |
| 32 | 110 mm diameter | Metre | 126 | 319.75 | 40,288.5 |
| 33 | 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 | 680 | 671.55 | 4,56,654 |
| 34 | Ridges plain (500 - 600mm) | Metre | 20 | 450.6 | 9,012 |
| 35 | 1:4 (1 cement: 4 fine sand) | Sqm | 3088 | 294.85 | 9,10,496.8 |
| 36 | 1:3 (1 cement : 3 fine sand) | Sqm | 810 | 253.05 | 2,04,970.5 |
| 37 | 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 | 3898 | 158.95 | 6,19,587.1 |
| 38 | 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 | 900 | 140.05 | 1,26,045 |
| 39 | Two or more coats on new work | Sqm | 200 | 131.45 | 26,290 |
| 40 | 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 | 3898 | 123.85 | 4,82,767.3 |
| 41 | 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. | Sqm | 150 | 932.35 | 1,39,852.5 |
| 42 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 3 | 5,781.35 | 17,344.05 |
| 43 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 2 | 5,540.55 | 11,081.1 |
| 44 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 2 | 2,275 | 4,550 |
| 45 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 20 | 1,018.05 | 20,361 |
| 46 | 100 mm dia pipe | Each | 2 | 163.45 | 326.9 |
| 47 | For 100 mm dia pipe | Each | 6 | 308.45 | 1,850.7 |
| 48 | PN - 10 Pipe, 63 mm OD (SDR-11) | Metre | 200 | 654.65 | 1,30,930 |
| 49 | PN - 10 Pipe, 110 mm OD (SDR-11) | Metre | 300 | 1,689.5 | 5,06,850 |
| 50 | 15 mm nominal dia Pipes | Metre | 150 | 255.9 | 38,385 |
| 51 | 20 mm nominal dia Pipes | Metre | 150 | 325.1 | 48,765 |
| 52 | 25 mm nominal dia Pipes | Metre | 150 | 408.55 | 61,282.5 |
| 53 | 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 | 12000 | 9.7 | 1,16,400 |
| 54 | 15mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 10 | 109.85 | 1,098.5 |
| 55 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 10 | 103.15 | 1,031.5 |
| 56 | 15 mm nominal bore, 98 mm long, weighing not less than 75 gms | Each | 8 | 96.45 | 771.6 |
| 57 | For pipes 250 to 300 mm diameter | Each | 5 | 785.9 | 3,929.5 |
| 58 | 400 mm dia piles | Metre | 1792 | 3,178 | 56,94,976 |
| 59 | 400 mm dia piles | Each | 448 | 2,433.8 | 10,90,342.4 |
| 60 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 200 | 433.95 | 86,790 |
| 61 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 200 | 531.8 | 1,06,360 |
| 62 | Pre-laminated particle board with decorative lamination on both sides | Sqm | 900 | 951.05 | 8,55,945 |
| 63 | 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 be paid separately). | Sqm | 60.75 | 4,540.7 | 2,75,847.53 |
| 64 | 300 mm dia | Metre | 80 | 592.05 | 47,364 |
| 65 | 200 mm nominal size dia having minimum wall thickness 5.40 mm | Metre | 80 | 2,082.1 | 1,66,568 |
| 66 | 200 mm nominal size dia | Metre | 80 | 2,194.85 | 1,75,588 |
| 67 | Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. | Hour | 20 | 916.8 | 18,336 |
| 68 | 200 mm dia | Each | 1 | 280.95 | 280.95 |
| 69 | With 15 mm thick tegular edged light weight calcium silicate false ceiling tiles. | Sqm | 200 | 1,777.5 | 3,55,500 |
| 70 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 334.4 | 8,086.6 | 27,04,159.04 |
| 71 | Frame size 45 x 70 mm | Metre | 43.2 | 632.25 | 27,313.2 |
| 72 | 30 mm thick | Sqm | 15.79 | 4,327.7 | 68,334.38 |
| Schedule total | ₹4,07,90,522.71 | ||||
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
HTML
nit.pdf
NIT
TDGCCMarch_261.pdf
ATTACHMENT
ACS11.pdf
ATTACHMENT
ListofApprovedBrand.pdf
ATTACHMENT
scopehospitalbuildinget.pdf
ATTACHMENT
scopeofworkofROHshed.pdf
ATTACHMENT
Annualcont.turnoverformatAnn.VIB.pdf Annexure-VIB
ATTACHMENT
PublicProcurementOrder.pdf
ATTACHMENT
SpecialConditionsforbuildingwork.pdf
ATTACHMENT
Annualcont.turnoverformatAnn.VIB.pdf
ATTACHMENT
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .