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Tender Value
₹3.8 Cr
EMD Value
₹7.5 L
Closing Date
15 Sept 2026, 3:00 pm
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 RCC overhead tanks or Major RCC/PSC works.
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 inthis office (i.e. in Receive and Dispatch Section of DRM office,Engineering Branch, West Central Railway, Jabalpur) beforeclosing date for submission of bids (i.e. excluding the last date ofsubmission of bids)
Quick watering arrangement at Madan mahal station. Construction of OH tank 5.00 Lacs Ltr capacity, 21.00 Mtrs staging height & 2.25 Lacs Ltrs capacity UG tank with carriage watering line between Platform No. 3 & 4 with 300 mm dia Pipeline from HWG/UG up to Quick Watering arrangement (QWA) at Madan Mahal under Assistant Divisional Engineer /HQ/Jabalpur sub -division.
DRMW-JBP-160-2026~WCR
DRMW-JBP-160-2026
Open
Works - General
12 Months
Jabalpur, Madhya Pradesh
₹0
₹7.5 L
21 Aug 2026
21 Aug 2026
1 Sept 2026
65 items across 1 schedule · ₹4,01,22,798.35 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 856 | 205.45 | 1,75,865.2 |
| 2 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | Metre | 7000 | 417.35 | 29,21,450 |
| 3 | 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 | 500 | 253.95 | 1,26,975 |
| 4 | 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 | 2000 | 14.5 | 29,000 |
| 5 | 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 |
| 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 | 25 | 9,793.75 | 2,44,843.75 |
| 7 | Foundations, footings, bases for columns | Sqm | 112 | 307.95 | 34,490.4 |
| 8 | 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 | 300 | 905.5 | 2,71,650 |
| 9 | 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 | 58 | 8,364.2 | 4,85,123.6 |
| 10 | 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 | 35 | 10,185.05 | 3,56,476.75 |
| 11 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 531 | 307.95 | 1,63,521.45 |
| 12 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 320 | 669.55 | 2,14,256 |
| 13 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 375 | 766.55 | 2,87,456.25 |
| 14 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 200 | 608.35 | 1,21,670 |
| 15 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 747 | 804.25 | 6,00,774.75 |
| 16 | Stairs, (excluding landings) except spiral- staircases | Sqm | 250 | 657.75 | 1,64,437.5 |
| 17 | Spiral staircases (including landing) | Sqm | 250 | 652.8 | 1,63,200 |
| 18 | Arches, domes, vaults up to 6 m span | Sqm | 250 | 1,826.25 | 4,56,562.5 |
| 19 | Extra for arches, domes, vaults exceeding 6 m span | Sqm | 250 | 575.25 | 1,43,812.5 |
| 20 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 28750 | 89.65 | 25,77,437.5 |
| 21 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 45625 | 89.65 | 40,90,281.25 |
| 22 | Concrete of M35 grade with minimum cement content of 370 kg /cum | cum | 200 | 8,966.95 | 17,93,390 |
| 23 | Concrete of M35 grade with minimum cement content of 370 kg /cum | cum | 368 | 10,589.35 | 38,96,880.8 |
| 24 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 20 | 7,873.2 | 1,57,464 |
| 25 | 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 | 16620 | 93.05 | 15,46,491 |
| 26 | 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 | 8900 | 111.95 | 9,96,355 |
| 27 | Hot finished welded type tubes | Kg | 3000 | 154.9 | 4,64,700 |
| 28 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 4000 | 88.5 | 3,54,000 |
| 29 | In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete | Kg | 5000 | 102.25 | 5,11,250 |
| 30 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 5000 | 142.3 | 7,11,500 |
| 31 | M.S. tube | Kg | 3000 | 157.15 | 4,71,450 |
| 32 | 1:3 (1 cement: 3 fine sand) | Sqm | 330 | 374.15 | 1,23,469.5 |
| 33 | Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. | Per bag of cement of 50kg | 50 | 60.55 | 3,027.5 |
| 34 | 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 | 250 | 72.8 | 18,200 |
| 35 | In one coat | Sqm | 250 | 39.35 | 9,837.5 |
| 36 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 2000 | 97.6 | 1,95,200 |
| 37 | On concrete work | Sqm | 2000 | 198.4 | 3,96,800 |
| 38 | Two or more coats on new work | Sqm | 2000 | 121.45 | 2,42,900 |
| 39 | Two or more coats on new work | Sqm | 1000 | 115.1 | 1,15,100 |
| 40 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 40 | 2,007.1 | 80,284 |
| 41 | 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 | 50 | 2,928.1 | 1,46,405 |
| 42 | Up to 150 mm diameter | Metre | 2000 | 340.7 | 6,81,400 |
| 43 | Above 150 mm dia up to 300 mm dia | Metre | 500 | 448.15 | 2,24,075 |
| 44 | Class I | Each | 4 | 4,097.9 | 16,391.6 |
| 45 | Class I | Each | 4 | 4,417.35 | 17,669.4 |
| 46 | Class I | Each | 4 | 5,980.45 | 23,921.8 |
| 47 | Class I | Each | 4 | 16,748.5 | 66,994 |
| 48 | Class I | Each | 4 | 23,162.7 | 92,650.8 |
| 49 | 15 mm diameter pipe | Metre | 20 | 10.05 | 201 |
| 50 | 80 mm dia | Each | 4 | 6,255.45 | 25,021.8 |
| 51 | 100 mm dia | Each | 4 | 8,214.1 | 32,856.4 |
| 52 | 80 mm dia nominal bore | Each | 2 | 3,266.1 | 6,532.2 |
| 53 | 100 mm dia nominal bore | Each | 2 | 4,995.9 | 9,991.8 |
| 54 | 150 mm dia nominal bore | Each | 2 | 7,357.35 | 14,714.7 |
| 55 | Up to 300 mm dia | Quintal | 6 | 7,509.4 | 45,056.4 |
| 56 | Up to 600 mm dia | Quintal | 10 | 17,155.9 | 1,71,559 |
| 57 | Up to 600 mm dia | Quintal | 8 | 18,025.6 | 1,44,204.8 |
| 58 | 150 mm dia pipes | Joint | 60 | 156.05 | 9,363 |
| 59 | 200 mm dia pipes | Joint | 45 | 229.5 | 10,327.5 |
| 60 | 300 mm dia pipes | Joint | 502 | 357.6 | 1,79,515.2 |
| 61 | 300 mm dia C.I. Double Flanged Pipe | Metre | 50 | 7,027.5 | 3,51,375 |
| 62 | 150 mm dia Ductile Iron Class K-9 pipes | Metre | 200 | 1,625.05 | 3,25,010 |
| 63 | 200 mm dia Ductile Iron Class K-9 pipes | Metre | 100 | 2,228.15 | 2,22,815 |
| 64 | 250 mm dia Ductile Iron Class K-9 pipes | Metre | 100 | 3,105.2 | 3,10,520 |
| 65 | 300 mm dia Ductile Iron Class K-9 pipes | Metre | 2800 | 3,882.7 | 1,08,71,560 |
| Schedule total | ₹4,01,22,798.35 | ||||
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details.html
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nit.pdf
NIT
TDQuickWateringArrangement.pdf
ATTACHMENT
SpecialconditionsoftheworkquickwateringarrangementatMML.pdf Special Conditions of Work
ATTACHMENT
AnnexureVIB.pdf
ATTACHMENT
letterforcredit.pdf
ATTACHMENT
Listofapprovedbrand.pdf
ATTACHMENT
SpecialconditionsoftheworkquickwateringarrangementatMML.pdf
ATTACHMENT
RlyBdsletterdated03.6.24JPO-CableCut.pdf
ATTACHMENT
AdvanceCorrectionSlipNo.8to12_compressed.pdf
ATTACHMENT
PreferencetoMakeinIndialetterdated20.08.2024_compressed.pdf
ATTACHMENT
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