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Tender Value
₹10.0 Cr
EMD Value
₹20.0 L
Closing Date
17 Apr 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 :- Construction of Jack well/Intake well or construction of well foundation.
15 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 in this office (i.e. in Receive and Dispatch Section of 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)
Provision of a dedicated and reliable 24 x 7 WS for drinking water, sanitation and platform washing, coach watering and other passenger use under Assistant Divisional Engineer/HQ/Jabalpur sub-division.
DRMW-JBP-47-2026
DRMW-JBP-47-2026
Open
Works - General
12 Months
Jabalpur, Madhya Pradesh
₹0
₹20.0 L
17 Apr 2026
24 Mar 2026
3 Apr 2026
67 items across 1 schedule · ₹7,98,23,164.8 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 800 | 177.5 | 1,42,000 |
| 2 | Ordinary rock | cum | 250 | 498.9 | 1,24,725 |
| 3 | Hard rock (requiring blasting) | cum | 250 | 874.4 | 2,18,600 |
| 4 | Hard rock (blasting prohibited) | cum | 200 | 1,432.95 | 2,86,590 |
| 5 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | Metre | 200 | 352.15 | 70,430 |
| 6 | Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm | Metre | 100 | 549.75 | 54,975 |
| 7 | 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 | 800 | 196 | 1,56,800 |
| 8 | All kinds of soil | Sqm | 400 | 34.15 | 13,660 |
| 9 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | Sqm | 300 | 17.6 | 5,280 |
| 10 | 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 | 100 | 7,878.5 | 7,87,850 |
| 11 | Foundations, footings, bases for columns | Sqm | 80 | 392.15 | 31,372 |
| 12 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. | per bag of 50 kg cement used | 1000 | 18.15 | 18,150 |
| 13 | Extra for laying concrete in or under water and/or liquid mud including cost of pumping or bailing out water and removing slush etc. complete. | cum/m depth | 100 | 1,098.8 | 1,09,880 |
| 14 | 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 | 42 | 9,045.75 | 3,79,921.5 |
| 15 | 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 | 42 | 10,852.95 | 4,55,823.9 |
| 16 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 554 | 392.15 | 2,17,251.1 |
| 17 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 336 | 842.5 | 2,83,080 |
| 18 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 325 | 927.25 | 3,01,356.25 |
| 19 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 250 | 736.4 | 1,84,100 |
| 20 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 778 | 961.3 | 7,47,891.4 |
| 21 | Stairs, (excluding landings) except spiral- staircases | Sqm | 600 | 764.95 | 4,58,970 |
| 22 | Well steining | Sqm | 1800 | 263.65 | 4,74,570 |
| 23 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 191000 | 107.85 | 2,05,99,350 |
| 24 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 100000 | 107.85 | 1,07,85,000 |
| 25 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 2790 | 9,655.7 | 2,69,39,403 |
| 26 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 95 | 10,011.35 | 9,51,078.25 |
| 27 | Cement Mortar 1:4 ( 1 cement : 4 coarse sand) | cum | 115 | 7,197.75 | 8,27,741.25 |
| 28 | 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 | 2100 | 117.35 | 2,46,435 |
| 29 | 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 | 4200 | 133.7 | 5,61,540 |
| 30 | 80x1.25 mm M.S. laths with 1.25 mm thick top cover | Sqm | 15 | 3,653.2 | 54,798 |
| 31 | Providing and fixing ball bearing for rolling shutters. | Each | 4 | 492.35 | 1,969.4 |
| 32 | Exceeding 10.00 sqm and upto 16.80 sqm in the area | Sqm | 15 | 1,281.35 | 19,220.25 |
| 33 | Hot finished welded type tubes | Kg | 1200 | 194.4 | 2,33,280 |
| 34 | 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 | 10 | 226 | 2,260 |
| 35 | In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete | Kg | 2000 | 123.6 | 2,47,200 |
| 36 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 2500 | 172.6 | 4,31,500 |
| 37 | 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 | 1000 | 772.4 | 7,72,400 |
| 38 | 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. | Sqm | 150 | 1,056.15 | 1,58,422.5 |
| 39 | 25 mm thick | Sqm | 90 | 1,948.25 | 1,75,342.5 |
| 40 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in- charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) 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 | 850 | 738.65 | 6,27,852.5 |
| 41 | 1:4 (1 cement: 4 fine sand) | Sqm | 950 | 347.05 | 3,29,697.5 |
| 42 | 1:4 (1 cement: 4 fine sand) | Sqm | 750 | 425.55 | 3,19,162.5 |
| 43 | 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 | 900 | 193.7 | 1,74,330 |
| 44 | Two or more coats on new work | Sqm | 800 | 155.9 | 1,24,720 |
| 45 | Lettering with black Japan paint of approved brand and manufacture | per letter per cm height | 1000 | 6.15 | 6,150 |
| 46 | 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 | 800 | 156.05 | 1,24,840 |
| 47 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 10 | 2,434.25 | 24,342.5 |
| 48 | 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 | 10 | 3,551.25 | 35,512.5 |
| 49 | In cement mortar | cum | 20 | 2,060.2 | 41,204 |
| 50 | Above 40 mm nominal bore | Metre | 25 | 161.4 | 4,035 |
| 51 | Above 150 mm dia up to 300 mm dia | Metre | 25 | 456.65 | 11,416.25 |
| 52 | 90 mm to 45 mm size stone aggregate | cum | 80 | 2,098.4 | 1,67,872 |
| 53 | 63 mm to 45 mm size stone aggregate | cum | 80 | 1,636.05 | 1,30,884 |
| 54 | 53 mm to 22.4 mm size stone aggregate | cum | 80 | 1,842.3 | 1,47,384 |
| 55 | 100 mm dia | Each | 2 | 8,893 | 17,786 |
| 56 | 150 mm dia nominal bore | Each | 2 | 8,408.8 | 16,817.6 |
| 57 | Up to 600 mm dia | Quintal | 6 | 20,009.7 | 1,20,058.2 |
| 58 | Above 600 mm dia | Quintal | 6 | 26,696.1 | 1,60,176.6 |
| 59 | Up to 600 mm dia | Quintal | 6 | 21,290.1 | 1,27,740.6 |
| 60 | Above 600 mm dia | Quintal | 6 | 28,403.25 | 1,70,419.5 |
| 61 | 400 mm dia pipes | Joint | 15 | 696.8 | 10,452 |
| 62 | 500 mm dia pipes | Joint | 15 | 871.45 | 13,071.75 |
| 63 | 900 mm dia pipes | Joint | 20 | 2,314.65 | 46,293 |
| 64 | 400 mm dia Ductile Iron Class K-9 pipes | Metre | 170 | 6,844.3 | 11,63,531 |
| 65 | 500 mm dia Ductile Iron Class K-9 pipes | Metre | 170 | 9,679.85 | 16,45,574.5 |
| 66 | 900 mm dia Ductile Iron Class K-9 pipes | Metre | 110 | 23,163 | 25,47,930 |
| 67 | 900 mm nominal dia pipe | Metre | 100 | 29,836.95 | 29,83,695 |
| Schedule total | ₹7,98,23,164.8 | ||||
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TDProvisionof24x7WSfordrinkingwater.pdf Tender Documents
ATTACHMENT
specialcondition.pdf
ATTACHMENT
AnnexureVIB.pdf
ATTACHMENT
letterforcredit.pdf
ATTACHMENT
Railway Board letter
ATTACHMENT
TDProvisionof24x7WSfordrinkingwater.pdf
ATTACHMENT
RlyBdsletterdated03.6.24JPO-CableCut.pdf
ATTACHMENT
Listofapprovedbrand.pdf
ATTACHMENT
SGCCApril22ACSNo.8to11.pdf
ATTACHMENT
Embletter.pdf
ATTACHMENT
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