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Tender Value
₹1.5 Cr
EMD Value
₹2.2 L
Closing Date
20 Feb 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 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
Three Miscellaneous work under Divisional Engineer(HQ)Jabalpur Jurisdiction. Part- 1:-Provision of Lift in RRI Building at Jabalpur under Assistant Divisional Engineer/HQ/Jabalpur sub division. Part-2:- ADEN(HQ)/JBP:- Improvement to RB-IV quarters at Rail Saurabh colony Jabalpur. Part-3 : Renovation of Two Commercial Halls at Divisional Railway Manager Office, Jabalpur.
DRMW-JBP-17-2026
DRMW-JBP-17-2026
Open
Works - General
12 Months
Jabalpur, Madhya Pradesh
₹0
₹2.2 L
20 Feb 2026
28 Jan 2026
198 items across 3 schedules · ₹43,20,040.78 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| CARRIAGE OF MATERIALS | — | — | — | — | |
| By Mechanical Transport including loading,unloading and stacking | — | — | — | — | |
| 1 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. | cum | 100 | 411.3 | 41,130 |
| EARTH WORK | — | — | — | — | |
| Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in- charge. | — | — | — | — | |
| 2 | All kinds of soil | cum | 23 | 205.45 | 4,725.35 |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 1 | 2,161.2 | 2,161.2 |
| CONCRETE WORK | — | — | — | — | |
| CEMENT CONCRETE (CAST IN SITU) | — | — | — | — | |
| Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | — | — | — | — | |
| 4 | 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 | 9 | 7,365.15 | 66,286.35 |
| REINFORCED CEMENT CONCRETE | — | — | — | — | |
| CAST IN SITU | — | — | — | — | |
| Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : | — | — | — | — | |
| 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 | 7 | 8,364.2 | 58,549.4 |
| FORM WORK | — | — | — | — | |
| Centering and shuttering including strutting, propping etc. and removal of form for | — | — | — | — | |
| 6 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 45 | 307.95 | 13,857.75 |
| 7 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 63 | 766.55 | 48,292.65 |
| 8 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 72 | 608.35 | 43,801.2 |
| 9 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 96 | 804.25 | 77,208 |
| STEEL REINFORCEMENT | — | — | — | — | |
| Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | — | — | — | — | |
| 10 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 600 | 89.65 | 53,790 |
| Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. | — | — | — | — | |
| 11 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 1300 | 89.65 | 1,16,545 |
| DESIGN MIX CONCRETE | — | — | — | — | |
| Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re- design the mix or bear the cost of extra cement. | — | — | — | — | |
| All works above plinth level upto floor V level | — | — | — | — | |
| 12 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 14 | 10,306.2 | 1,44,286.8 |
| MASONRY WORK | — | — | — | — | |
| Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: | — | — | — | — | |
| 13 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 1 | 6,882 | 6,882 |
| EXPOSED BRICK WALL | — | — | — | — | |
| Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in super structure above plinth level up to floor V level in : | — | — | — | — | |
| 14 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 43 | 7,873.2 | 3,38,547.6 |
| WOOD AND P.V.C. WORK | — | — | — | — | |
| Providing and fixing 25 mm thick shutters for cup board etc. : | — | — | — | — | |
| Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. | — | — | — | — | |
| 15 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 10.08 | 2,818.5 | 28,410.48 |
| COPER OXIDISED MILD STEEL FITTINGS (COPPER OXIDISED AS PER IS: 1378) | — | — | — | — | |
| Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete : (copper oxidized as per IS: 1378) | — | — | — | — | |
| 16 | 300x16 mm | Each | 8 | 180.55 | 1,444.4 |
| Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : (copper oxized as per IS: 1378) | — | — | — | — | |
| 17 | 125 mm | Each | 8 | 35.2 | 281.6 |
| BRASS FITTINGS | — | — | — | — | |
| 18 | Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. | Each | 5 | 1,025.65 | 5,128.25 |
| STEEL WORK | — | — | — | — | |
| Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. | — | — | — | — | |
| 19 | 80x1.20 mm M.S. laths with 1.20 mm thick top cover | Sqm | 5 | 2,868.3 | 14,341.5 |
| 20 | 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, i/c 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 | 126 | 612.25 | 77,143.5 |
| FLOORING | — | — | — | — | |
| CERAMIC GLAZED TILES | — | — | — | — | |
| 21 | Providing and fixing 1st quality ceramic glazed floor 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 | 40 | 938.5 | 37,540 |
| VITRIFIED FLOOR TILES | — | — | — | — | |
| Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. | — | — | — | — | |
| 22 | Size of Tile 600x600 mm | Sqm | 72 | 1,466.5 | 1,05,588 |
| Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. | — | — | — | — | |
| 23 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 58 | 3,908.8 | 2,26,710.4 |
| ROOFING | — | — | — | — | |
| Providing, fixing and embedding sand cast iron accessories for rain water pipes in the masonry surrounded with 12 mm thick cement mortar of the same mix, as that of masonry (lead caulking will be paid for separately): | — | — | — | — | |
| Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. | — | — | — | — | |
| 24 | 110 mm diameter | Metre | 50 | 319.75 | 15,987.5 |
| FINISHING | — | — | — | — | |
| CEMENT PLASTER (IN FINE SAND) | — | — | — | — | |
| 12 mm cement plaster of mix : | — | — | — | — | |
| 25 | 1:4 (1 cement: 4 fine sand) | Sqm | 232 | 294.85 | 68,405.2 |
| Extra for plastering: | — | — | — | — | |
| 26 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 1500 | 214.3 | 3,21,450 |
| Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. | — | — | — | — | |
| 27 | Two coats | Sqm | 1500 | 121.55 | 1,82,325 |
| DISMANTLING AND DEMOLISHING | — | — | — | — | |
| Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. | — | — | — | — | |
| 28 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 4 | 2,007.1 | 8,028.4 |
| Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. | — | — | — | — | |
| 29 | In cement mortar | cum | 8 | 1,698.45 | 13,587.6 |
| Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. | — | — | — | — | |
| 30 | For thickness of tiles 10 mm to 25 mm | Sqm | 72 | 60.5 | 4,356 |
| WATER SUPPLY | — | — | — | — | |
| C.P.V.C. PIPES | — | — | — | — | |
| Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.-External work | — | — | — | — | |
| 31 | 15 mm nominal dia Pipes | Metre | 10 | 221.35 | 2,213.5 |
| 32 | 25 mm nominal dia Pipes | Metre | 20 | 370.65 | 7,413 |
| Schedule total | ₹21,36,417.63 | ||||
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RlyBdsletterdated03.6.24JPO-CableCut.pdf
AnnexureVIB.pdf
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