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Tender Value
₹85.0 L
EMD Value
₹1.7 L
Closing Date
16 Jan 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Revenue
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 Engineering 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.
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).
Repair to staff quarters at Patwara, Jukehi, Pakaria Road, Amdara, Mehgaon, Nanwahara and Lal Nagar Railway Colony under Assistant Divisional Engineer (South) Satna sub-division.
DRMW-JBP-210-2025~WCR
DRMW-JBP-210-2025
Open
Works - General
12 Months
Jabalpur, Madhya Pradesh
₹0
₹1.7 L
16 Jan 2026
24 Dec 2025
2 Jan 2026
47 items across 1 schedule · ₹95,41,276.65 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 108 | 205.45 | 22,188.6 |
| 2 | Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in - charge. | cum | 108 | 253.95 | 27,426.6 |
| 3 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 15 | 6,670.25 | 1,00,053.75 |
| 4 | Foundations, footings, bases for columns | Sqm | 44 | 307.95 | 13,549.8 |
| 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 | 26 | 8,364.2 | 2,17,469.2 |
| 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 | 8 | 10,185.05 | 81,480.4 |
| 7 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 48 | 307.95 | 14,781.6 |
| 8 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 1890 | 89.65 | 1,69,438.5 |
| 9 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 584 | 89.65 | 52,355.6 |
| 10 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 42 | 5,746.8 | 2,41,365.6 |
| 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 | 405 | 1,063.45 | 4,30,697.25 |
| 12 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 38 | 1,881.95 | 71,514.1 |
| 13 | 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 | 158 | 408.25 | 64,503.5 |
| 14 | 30 mm thick plain PVC door shutters | Sqm | 45 | 2,455.1 | 1,10,479.5 |
| 15 | Using M.S. angels 40x40x6 mm for diagonal braces | Sqm | 189 | 4,781.15 | 9,03,637.35 |
| 16 | Hot finished welded type tubes | Kg | 850 | 154.9 | 1,31,665 |
| 17 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 1790 | 142.3 | 2,54,717 |
| 18 | 4.0 mm thick glass panes (weight not less than 10 kg/sqm) | Sqm | 144 | 940.3 | 1,35,403.2 |
| 19 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 440 | 545 | 2,39,800 |
| 20 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 135 | 7,958.65 | 10,74,417.75 |
| 21 | 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 | 33 | 935.6 | 30,874.8 |
| 22 | Size of Tile 600x600 mm | Sqm | 652 | 1,416.65 | 9,23,655.8 |
| 23 | Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red | Sqm | 32 | 2,677.9 | 85,692.8 |
| 24 | Extra for providing and fixing wind ties of 40x 6 mm flat iron section. | Metre | 105 | 163.65 | 17,183.25 |
| 25 | 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 | 250 | 671.55 | 1,67,887.5 |
| 26 | 1:4 (1 cement: 4 fine sand) | Sqm | 875 | 294.85 | 2,57,993.75 |
| 27 | 1:4 (1 cement: 4 fine sand) | Sqm | 1000 | 339.7 | 3,39,700 |
| 28 | Old work (two or more coats) | Sqm | 6000 | 19 | 1,14,000 |
| 29 | One or more coats on old work | Sqm | 14950 | 90.85 | 13,58,207.5 |
| 30 | One or more coats on old work | Sqm | 2250 | 86.55 | 1,94,737.5 |
| 31 | Orissa pattern W.C Pan of size 580x440 mm | Each | 30 | 3,850.65 | 1,15,519.5 |
| 32 | 3 mm thick | Sqm | 1200 | 534.1 | 6,40,920 |
| 33 | In cement mortar | cum | 13 | 1,698.45 | 22,079.85 |
| 34 | Of area 3 sq. metres and below | Each | 60 | 302.7 | 18,162 |
| 35 | Of area 3 sq. metres and below | Each | 40 | 118.3 | 4,732 |
| 36 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | Sqm | 1875 | 45.05 | 84,468.75 |
| 37 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. | cum | 53 | 7,399.2 | 3,92,157.6 |
| 38 | 15 mm dia nominal bore | Metre | 180 | 267.5 | 48,150 |
| 39 | 20 mm dia nominal bore | Metre | 180 | 315.35 | 56,763 |
| 40 | 25 mm dia nominal bore | Metre | 120 | 417.95 | 50,154 |
| 41 | 50 mm dia nominal bore | Metre | 180 | 654.2 | 1,17,756 |
| 42 | 25 mm nominal bore | Each | 25 | 532.35 | 13,308.75 |
| 43 | 50 mm nominal bore | Each | 8 | 878.25 | 7,026 |
| 44 | 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 | 10000 | 9.7 | 97,000 |
| 45 | 15mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 120 | 109.85 | 13,182 |
| 46 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 60 | 103.15 | 6,189 |
| 47 | 20 mm nominal bore, 89 mm long, weighing not less than 88 gms | Each | 60 | 113.85 | 6,831 |
| Schedule total | ₹95,41,276.65 | ||||
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