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Tender Value
₹3.9 Cr
EMD Value
₹7.8 L
Closing Date
8 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 :- Any Civil Engineering work.
13 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 the form of Bank Guarantee "The original Bank Guarantee should be delivered in person receive and dispatch section of this office (i.e. 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 is six months or one monsoon whichever is later from the date of actual completion of the work.
Raising of 2 nos. Platform at Niwar station under Assistant Divisional Engineer Katni Sub-division. [Jabalpur Division:- Raising of 7 no. Platform from RL/LL to HL at Gosalpur (GSPR), Niwar (NWR) and Patohan (PTHD) Station.]
DRMW-JBP-151-2026~WCR
DRMW-JBP-151-2026
Open
Works - General
12 Months
Jabalpur, Madhya Pradesh
₹0
₹7.8 L
13 Aug 2026
13 Aug 2026
25 Aug 2026
44 items across 1 schedule · ₹4,35,73,644.7 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 1708 | 205.45 | 3,50,908.6 |
| 2 | 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 | 15520 | 368.65 | 57,21,448 |
| 3 | All kinds of soil | Sqm | 9118 | 28.15 | 2,56,671.7 |
| 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 | 1280 | 7,365.15 | 94,27,392 |
| 5 | 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 | 288 | 6,833.4 | 19,68,019.2 |
| 6 | Foundations, footings, bases for columns | Sqm | 1280 | 307.95 | 3,94,176 |
| 7 | 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 | 336 | 8,364.2 | 28,10,371.2 |
| 8 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 176 | 307.95 | 54,199.2 |
| 9 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 1242 | 669.55 | 8,31,581.1 |
| 10 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 78 | 766.55 | 59,790.9 |
| 11 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 94 | 608.35 | 57,184.9 |
| 12 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 114 | 804.25 | 91,684.5 |
| 13 | 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 | 408 | 9,673.5 | 39,46,788 |
| 14 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 48539 | 89.65 | 43,51,521.35 |
| 15 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 94 | 8,683.8 | 8,16,277.2 |
| 16 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 72 | 10,306.2 | 7,42,046.4 |
| 17 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 62 | 7,873.2 | 4,88,138.4 |
| 18 | 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 | 60 | 1,790.65 | 1,07,439 |
| 19 | 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 | 60 | 408.25 | 24,495 |
| 20 | Providing and Fixing factory made PVC door frame made of PVC extruded sections of size 75 mm x 53 mm, having wall thickness 2.0 mm (+/- 0.2 mm). Both verticalssides of the frame reinforced with PVC profile of cross section size 28 mm x 30 mm x 2 mm thickness (+/- 0.2 mm) and 75 mm x 200 mm long, including reinforcing both ends of the top frame with PVC profile. PVC Door Frame and PVC reinforcement profile to be mitred cut, jointed and fusion welded together, including providing and fixing 3 nos of 125 mm long stainless steel hinges to frame, fixing the frame with jamb with required nos & sizes of anchor dash fastener, all complete as per manufacturer's specification and direction of engineer- in-charge. | Metre | 136 | 611.2 | 83,123.2 |
| 21 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 5820 | 142.3 | 8,28,186 |
| 22 | 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 | 1746 | 612.25 | 10,68,988.5 |
| 23 | Light shade pigment using white cement | Sqm | 970 | 1,233.05 | 11,96,058.5 |
| 24 | 25 mm thick | Sqm | 2910 | 1,706.6 | 49,66,206 |
| 25 | 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 all colours, shades, except 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 pigments etc., complete. | Sqm | 92 | 1,225.1 | 1,12,709.2 |
| 26 | 75 mm diameter | Metre | 98 | 213 | 20,874 |
| 27 | 110 mm diameter | Metre | 98 | 319.75 | 31,335.5 |
| 28 | 1:4 (1 cement: 4 fine sand) | Sqm | 292 | 294.85 | 86,096.2 |
| 29 | 1:6 (1 cement: 6 fine sand) | Sqm | 254 | 282 | 71,628 |
| 30 | 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 | 582 | 166.85 | 97,106.7 |
| 31 | Two or more coats on new work | Sqm | 294 | 131.45 | 38,646.3 |
| 32 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 20 | 2,007.1 | 40,142 |
| 33 | In cement mortar | cum | 18 | 1,698.45 | 30,572.1 |
| 34 | Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in- Charge. | Sqm | 698 | 1,719 | 11,99,862 |
| 35 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 12 | 5,540.55 | 66,486.6 |
| 36 | Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe. | Each | 12 | 3,389.35 | 40,672.2 |
| 37 | PN - 10 Pipe, 50 mm OD (SDR-11) | Metre | 898 | 568.6 | 5,10,602.8 |
| 38 | 20 mm nominal dia Pipes | Metre | 192 | 325.1 | 62,419.2 |
| 39 | 25 mm nominal dia Pipes | Metre | 621 | 408.55 | 2,53,709.55 |
| 40 | 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 | 4000 | 9.7 | 38,800 |
| 41 | 150 mm diameter S.W. pipe | Metre | 98 | 689.75 | 67,595.5 |
| 42 | 200 mm diameter S.W. pipe | Metre | 98 | 810.8 | 79,458.4 |
| 43 | 250 mm dia. R.C.C. pipe | Metre | 48 | 811.15 | 38,935.2 |
| 44 | 300 mm dia. R.C.C. pipe | Metre | 48 | 902.05 | 43,298.4 |
| Schedule total | ₹4,35,73,644.7 | ||||
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tenderdocument.pdf
ATTACHMENT
specialconditionsforRaisingofNWR.pdf
ATTACHMENT
AdvanceCorrectionSlipNo.8to12_compressed.pdf Correction Slips
ATTACHMENT
Annexure-VIB.pdf
ATTACHMENT
letterforcredit.pdf
ATTACHMENT
RlyBdsletterdated03.6.24JPO-CableCut.pdf
ATTACHMENT
AdvanceCorrectionSlipNo.8to12_compressed.pdf
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