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Tender Value
₹4.1 Cr
EMD Value
₹3.6 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.
12 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.
As per Advance Correction Slip No. 5 dated 20.10.2023 "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)
Maintenance period of the work will be 06 months or one monsoon whichever is later from the date of actual completion of the work.
Left over work for Passenger amenities such as 05 Nos. toilet blocks, 40 No. water booths side drain and platform CC work etc. between KM-1193 (Golapatti) to KM- 1232 (New Majhgawan Phatak) in connection with Bina- Katni third line project under Assistant divisional Engineer Katni sub-division.
DRMW-JBP-04-2026~WCR
DRMW-JBP-04-2026
Open
Works - General
12 Months
Jabalpur, Madhya Pradesh
₹0
₹3.6 L
23 Jan 2026
1 Jan 2026
9 Jan 2026
56 items across 1 schedule
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 1250 | 205.45 | 2,56,812.5 |
| 2 | Ordinary rock | cum | 1500 | 412.95 | 6,19,425 |
| 3 | Hard rock (blasting prohibited) | cum | 1200 | 1,184.3 | 14,21,160 |
| 4 | All kinds of soil. | cum | 650 | 286.85 | 1,86,452.5 |
| 5 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | cum | 4500 | 368.65 | 16,58,925 |
| 6 | 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 | 450 | 7,365.15 | 33,14,317.5 |
| 7 | 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 | 400 | 6,833.4 | 27,33,360 |
| 8 | 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 | 1200 | 9,793.75 | 1,17,52,500 |
| 9 | Foundations, footings, bases for columns | Sqm | 850 | 307.95 | 2,61,757.5 |
| 10 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | Sqm | 150 | 669.55 | 1,00,432.5 |
| 11 | 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources: 3 graded stone aggregate 20mm nominal size derived from natural sources) | cum | 50 | 9,277.75 | 4,63,887.5 |
| 12 | 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 | 280 | 7,945.65 | 22,24,782 |
| 13 | 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 | 10,185.05 | 45,83,272.5 |
| 14 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 1560 | 307.95 | 4,80,402 |
| 15 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 1500 | 669.55 | 10,04,325 |
| 16 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 250 | 766.55 | 1,91,637.5 |
| 17 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 210 | 608.35 | 1,27,753.5 |
| 18 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 220 | 804.25 | 1,76,935 |
| 19 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 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 | 145 | 9,673.5 | 14,02,657.5 |
| 20 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 32500 | 89.65 | 29,13,625 |
| 21 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 135 | 7,873.2 | 10,62,882 |
| 22 | Area of slab over 0.50 sqm | Sqm | 40 | 4,425.35 | 1,77,014 |
| 23 | 24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (+/- 0.2 mm) with inbuilt edging on both sides. 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 20x20 mm and 1 mm (+/- 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x24 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. (For W.C. and bathroom door shutter). | Sqm | 40 | 1,790.65 | 71,626 |
| 24 | 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 | 75 | 408.25 | 30,618.75 |
| 25 | Hot finished welded type tubes | Kg | 7500 | 154.9 | 11,61,750 |
| 26 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 7500 | 142.3 | 10,67,250 |
| 27 | Light shade pigment using white cement | Sqm | 180 | 1,233.05 | 2,21,949 |
| 28 | 25 mm thick | Sqm | 1500 | 1,706.6 | 25,59,900 |
| 29 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as 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 pigment etc., complete. | Sqm | 160 | 935.6 | 1,49,696 |
| 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 | 280 | 1,142.8 | 3,19,984 |
| 31 | 75 mm diameter | Metre | 110 | 213 | 23,430 |
| 32 | 110 mm diameter | Metre | 120 | 319.75 | 38,370 |
| 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 | 1500 | 671.55 | 10,07,325 |
| 34 | Ridges plain (500 - 600mm) | Metre | 50 | 450.6 | 22,530 |
| 35 | Gutter (600 mm over all girth) | Metre | 60 | 1,110.6 | 66,636 |
| 36 | 1:4 (1 cement: 4 fine sand) | Sqm | 500 | 294.85 | 1,47,425 |
| 37 | 1:4 (1 cement: 4 fine sand) | Sqm | 650 | 339.7 | 2,20,805 |
| 38 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | Sqm | 1150 | 166.85 | 1,91,877.5 |
| 39 | Two or more coats on new work | Sqm | 1250 | 131.45 | 1,64,312.5 |
| 40 | Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) | cum | 60 | 1,239.6 | 74,376 |
| 41 | For thickness of tiles 10 mm to 25 mm | Sqm | 1200 | 60.5 | 72,600 |
| 42 | Moorum | cum | 300 | 888.3 | 2,66,490 |
| 43 | Cement concrete prepared with batch mixing machine | cum | 75 | 9,492.9 | 7,11,967.5 |
| 44 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 16 | 5,781.35 | 92,501.6 |
| 45 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap | Each | 12 | 1,913.75 | 22,965 |
| 46 | PN - 16 Pipe, 25 mm OD (SDR-7.4) | Metre | 80 | 268.2 | 21,456 |
| 47 | PN - 10 Pipe, 50 mm OD (SDR-11) | Metre | 100 | 568.6 | 56,860 |
| 48 | 15 mm nominal dia Pipes | Metre | 80 | 255.9 | 20,472 |
| 49 | 25 mm nominal dia Pipes | Metre | 100 | 408.55 | 40,855 |
| 50 | 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 | 5000 | 9.7 | 48,500 |
| 51 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 12 | 103.15 | 1,237.8 |
| 52 | 15 mm nominal bore, 107 mm long, weighing not less than 110 gms | Each | 12 | 180.8 | 2,169.6 |
| 53 | 15 mm nominal bore, 98 mm long, weighing not less than 75 gms | Each | 24 | 96.45 | 2,314.8 |
| 54 | 100 mm diameter S.W. pipe | Metre | 150 | 425.6 | 63,840 |
| 55 | 150 mm diameter S.W. pipe | Metre | 150 | 689.75 | 1,03,462.5 |
| 56 | 300 mm dia. R.C.C. pipe | Metre | 120 | 902.05 | 1,08,246 |
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