Loading…
Loading…
Tender Value
₹6.1 Cr
EMD Value
₹4.6 L
Closing Date
23 Jan 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
Above/Below/Par
BUILDING
14 conditions · 2 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. Non submission of the documents shall lead to summarily rejection of the offer.
(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 fulfillment 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.
Defination of Similar Work :- Any Civil Construction or repair work.
14 conditions · 2 needing a document upload
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.
Indian Railways Standard General Conditions of Contract, April 2022 (IRGCC, April 2022) with correction slips issued up to date of inviting tender will be applicable for this tender.
If the bidder submits Bid Security in form of Bank Guarantee, "The Original Bank Guarantee should be delivered in person Receive and Dispatch Section of this office (i.e DRM office, Engineering Branch, West Central Railway, Jabalpur) before closing date for submission of bids (i.e. excluding the last date of submission of bids)."
As per Railway Board's letter No. 2017/CE-I/CT/9 dated 31.05.2023, Contractor's e-MB is applicable for this tender.
Maintenance period will be 06 months or one monsoon whichever is later from the date of actual completion of work
Two Miscellaneous works under Divisional Engineer (East) Jabalpur Jurisdiction:- Part A:- Construction of store shed in ROH for AMMBOX-N/New Katni Junction at New Katni Junction under Assistant Divisional Engineer (Maintenance) Katni sub division. Part B: Construction of store Depot infrastructure (store with shed, office, flooring etc.) for ADMM/BOX-N/NKJ at NKJ colony under Assistant Divisional Engineer (Maintenance) Katni sub division. {Part of work :-Store godown building of BOXN store depot NKJ and handling equipment towards improvement of infrastructure of store depot.}
DRMW-JBP-02-2026~WCR
DRMW-JBP-02-2026
Open
Works - General
12 Months
Jabalpur, Madhya Pradesh
₹0
₹4.6 L
23 Jan 2026
1 Jan 2026
9 Jan 2026
131 items across 5 schedules · ₹6,88,70,399.8 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 450 | 205.45 | 92,452.5 |
| 2 | 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 | 250 | 7,365.15 | 18,41,287.5 |
| 3 | Foundations, footings, bases for columns | Sqm | 75 | 307.95 | 23,096.25 |
| 4 | 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 | 460 | 8,364.2 | 38,47,532 |
| 5 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 108 | 307.95 | 33,258.6 |
| 6 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 520 | 669.55 | 3,48,166 |
| 7 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 200 | 608.35 | 1,21,670 |
| 8 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 210 | 804.25 | 1,68,892.5 |
| 9 | Mild steel and Medium Tensile steel bars | Kg | 53580 | 88.95 | 47,65,941 |
| 10 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 80 | 8,512.1 | 6,80,968 |
| 11 | 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 | 1,063.45 | 21,269 |
| 12 | Fixed to steel windows by welding | Kg | 500 | 181 | 90,500 |
| 13 | 300x16 mm | Each | 2 | 260.3 | 520.6 |
| 14 | 150x10 mm | Each | 2 | 75.55 | 151.1 |
| 15 | 125 mm | Each | 2 | 60.05 | 120.1 |
| 16 | Twin rubber stopper | Each | 2 | 62.25 | 124.5 |
| 17 | Extruded section profile size 48x40 mm | Metre | 5 | 232.55 | 1,162.75 |
| 18 | 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 | 2 | 2,008.55 | 4,017.1 |
| 19 | 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 | 110000 | 111.95 | 1,23,14,500 |
| 20 | 80x0.90 mm M.S. laths with 0.90 mm thick top cover | Sqm | 40 | 2,718.9 | 1,08,756 |
| 21 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 700 | 88.5 | 61,950 |
| 22 | 25 mm thick | Sqm | 750 | 1,706.6 | 12,79,950 |
| 23 | 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 | 4 | 1,225.1 | 4,900.4 |
| 24 | 0.80 mm thick with zinc coating not less than 275 gm/sqm | Metre | 50 | 822.15 | 41,107.5 |
| 25 | 1.00 mm thick with zinc coating not less than 275 gm/sqm | Metre | 100 | 700.2 | 70,020 |
| 26 | 1:4 (1 cement: 4 fine sand) | Sqm | 2500 | 339.7 | 8,49,250 |
| 27 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 2500 | 214.3 | 5,35,750 |
| 28 | Two or more coats on new work | Sqm | 2500 | 137.85 | 3,44,625 |
| 29 | Two or more coats on new work | Sqm | 500 | 131.45 | 65,725 |
| 30 | Moorum | cum | 1000 | 888.3 | 8,88,300 |
| 31 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps | Each | 1 | 2,040.85 | 2,040.85 |
| 32 | Providing and fixing white vitreous china pedestal type (European type/ wash down type) water closet pan. | Each | 1 | 2,403.65 | 2,403.65 |
| 33 | 15 mm dia nominal bore | Metre | 50 | 267.5 | 13,375 |
| 34 | 25 mm dia nominal bore | Metre | 50 | 417.95 | 20,897.5 |
| 35 | 50 mm dia nominal bore | Metre | 100 | 654.2 | 65,420 |
| 36 | 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 | 1000 | 9.7 | 9,700 |
| 37 | 15mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 5 | 109.85 | 549.25 |
| 38 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 2 | 103.15 | 206.3 |
| 39 | 15 mm nominal bore, 105 mm long, weighing not less than 138 gms | Each | 2 | 161.55 | 323.1 |
| 40 | 0.91 mm thick, the profile detail width 1044/920 mm, cover width 1000/875 mm. | Sqm | 1000 | 1,247.4 | 12,47,400 |
| Schedule total | ₹2,99,68,279.05 | ||||
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
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 .