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Tender Value
₹1.9 Cr
EMD Value
₹3.7 L
Closing Date
4 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.
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).
Raising of platform from RL/LL to HL at Markundi (MKD) station under Assistant Divisional Engineer (North) Satna sub-division. (Part of work:- Raising of 7 nos. platform from RL/LL to HL Sohagpur (SGP), Bahoni (BNE), Bhitoni (BTHN), Bheraghat (BRGT), Amdara (UDR), Markundi (MKD) and Lagargawan (LGCE) station.)
DRMW-JBP-149-2026~WCR
DRMW-JBP-149-2026
Open
Works - General
12 Months
Jabalpur, Madhya Pradesh
₹0
₹3.7 L
10 Aug 2026
10 Aug 2026
21 Aug 2026
90 items across 4 schedules · ₹26,02,199.7 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 541 | 205.45 | 1,11,148.45 |
| 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 | 321 | 368.65 | 1,18,336.65 |
| 3 | 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 | 7,783.65 | 1,94,591.25 |
| 4 | 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 | 518 | 6,833.4 | 35,39,701.2 |
| 5 | Foundations, footings, bases for columns | Sqm | 235 | 307.95 | 72,368.25 |
| 6 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | Sqm | 54 | 669.55 | 36,155.7 |
| 7 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources). | Sqm | 22 | 452.25 | 9,949.5 |
| 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 | 105 | 8,364.2 | 8,78,241 |
| 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 | 34 | 10,185.05 | 3,46,291.7 |
| 10 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 178 | 307.95 | 54,815.1 |
| 11 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 90 | 766.55 | 68,989.5 |
| 12 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 270 | 608.35 | 1,64,254.5 |
| 13 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 425 | 804.25 | 3,41,806.25 |
| 14 | 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 | 35 | 9,673.5 | 3,38,572.5 |
| 15 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 7143 | 89.65 | 6,40,369.95 |
| 16 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 4143 | 89.65 | 3,71,419.95 |
| 17 | Providing and filling in position bitumen mix filler of proportion 80 kg. of hot bitumen, 1 kg. of cement and 0.25 cubic metre of coarse sand for expansion joints. | cum | 3 | 22,400.5 | 67,201.5 |
| 18 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 90 | 6,882 | 6,19,380 |
| 19 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 127 | 8,288.35 | 10,52,620.45 |
| 20 | Area of slab over 0.50 sqm | Sqm | 127 | 4,425.35 | 5,62,019.45 |
| 21 | Granite work | Metre | 128 | 418.85 | 53,612.8 |
| 22 | 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 | 136 | 1,063.45 | 1,44,629.2 |
| 23 | 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 | 500 | 93.05 | 46,525 |
| 24 | 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 | 1150 | 111.95 | 1,28,742.5 |
| 25 | Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | Kg | 300 | 146.55 | 43,965 |
| 26 | Hot finished welded type tubes | Kg | 2400 | 154.9 | 3,71,760 |
| 27 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 150 | 88.5 | 13,275 |
| 28 | Providing and fixing bolts including nuts and washers complete. | Kg | 70 | 140.15 | 9,810.5 |
| 29 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 750 | 142.3 | 1,06,725 |
| 30 | 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 | 350 | 612.25 | 2,14,287.5 |
| 31 | Light shade pigment using white cement | Sqm | 402 | 1,233.05 | 4,95,686.1 |
| 32 | 25 mm thick | Sqm | 200 | 1,706.6 | 3,41,320 |
| 33 | 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 | 34 | 935.6 | 31,810.4 |
| 34 | Size of Tile 600 x 600 mm | Sqm | 60 | 1,286.6 | 77,196 |
| 35 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 42 | 3,908.8 | 1,64,169.6 |
| 36 | Extra for providing and fixing wind ties of 40x 6 mm flat iron section. | Metre | 96 | 163.65 | 15,710.4 |
| 37 | 110 mm diameter | Metre | 150 | 319.75 | 47,962.5 |
| 38 | 110 mm bend | Each | 20 | 132 | 2,640 |
| 39 | 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 | 120 | 671.55 | 80,586 |
| 40 | Ridges plain (500 - 600mm) | Metre | 24 | 450.6 | 10,814.4 |
| 41 | Gutter (600 mm over all girth) | Metre | 5 | 1,110.6 | 5,553 |
| 42 | 1:4 (1 cement: 4 fine sand) | Sqm | 1714 | 339.7 | 5,82,245.8 |
| 43 | New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. | Sqm | 1714 | 154.45 | 2,64,727.3 |
| 44 | Two or more coats on new work | Sqm | 1300 | 131.45 | 1,70,885 |
| 45 | Two or more coats on new work | Sqm | 500 | 121.45 | 60,725 |
| 46 | One or more coats on old work | Sqm | 600 | 86.55 | 51,930 |
| 47 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 20 | 2,007.1 | 40,142 |
| 48 | In cement mortar | cum | 38 | 1,698.45 | 64,541.1 |
| 49 | Of area 3 sq. metres and below | Each | 20 | 302.7 | 6,054 |
| 50 | Channels, angles, tees and flats | Kg | 797 | 1.9 | 1,514.3 |
| 51 | For thickness of tiles 10 mm to 25 mm | Sqm | 150 | 60.5 | 9,075 |
| 52 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | Sqm | 400 | 219.75 | 87,900 |
| 53 | Asbestos Cement sheet | Sqm | 100 | 63.75 | 6,375 |
| 54 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | cum | 300 | 219.35 | 65,805 |
| 55 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. | Sqm | 150 | 951 | 1,42,650 |
| 56 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in- charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in- charge). | cum | 12 | 8,613.55 | 1,03,362.6 |
| 57 | Providing and laying C.C. pavement of mix M- 25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). | cum | 345 | 8,277.55 | 28,55,754.75 |
| 58 | 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 | 406 | 1,719 | 6,97,914 |
| 59 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 6 | 2,275 | 13,650 |
| 60 | Orissa pattern W.C. pan of size 580x440 mm | Each | 4 | 2,758.2 | 11,032.8 |
| 61 | 32 mm dia | Each | 10 | 90.95 | 909.5 |
| 62 | Providing and fixing 100 mm sand cast Iron grating for gully trap. | Each | 13 | 45.25 | 588.25 |
| 63 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. | Each | 6 | 1,411.15 | 8,466.9 |
| 64 | Providing and fixing PTMT 15 mm Urinal spreader size 95x69x100 mm with 1/2" BSP thread and shapes, weighing not less than 60 gms. | Each | 2 | 92.75 | 185.5 |
| 65 | 20 mm nominal dia Pipes | Metre | 45 | 513.75 | 23,118.75 |
| 66 | 25 mm nominal dia Pipes | Metre | 60 | 626.05 | 37,563 |
| 67 | 32 mm nominal dia Pipes | Metre | 75 | 712.75 | 53,456.25 |
| 68 | 50 mm dia nominal bore | Metre | 141 | 654.2 | 92,242.2 |
| 69 | 80 mm dia nominal bore | Metre | 90 | 919.1 | 82,719 |
| 70 | 15 mm nominal bore | Each | 6 | 303.85 | 1,823.1 |
| 71 | 15 mm nominal bore | Each | 10 | 303.85 | 3,038.5 |
| 72 | 25 mm nominal bore | Each | 5 | 532.35 | 2,661.75 |
| 73 | 50 mm nominal bore | Each | 5 | 878.25 | 4,391.25 |
| 74 | 80 mm nominal bore | Each | 2 | 2,227.6 | 4,455.2 |
| 75 | 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 | 3800 | 9.7 | 36,860 |
| 76 | 15 mm nominal bore, 107 mm long, weighing not less than 110 gms | Each | 6 | 180.8 | 1,084.8 |
| 77 | 15 mm nominal bore, 98 mm long, weighing not less than 75 gms | Each | 32 | 96.45 | 3,086.4 |
| 78 | 25 mm nominal bore, 152mm long, weighing not less than 440 gms | Each | 2 | 459.4 | 918.8 |
| 79 | 150 mm diameter | Metre | 50 | 591.4 | 29,570 |
| 80 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 150 | 433.95 | 65,092.5 |
| 81 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 150 | 531.8 | 79,770 |
| 82 | With float glass panes of 8 mm thickness (weight not less than 20 kg/sqm) | Sqm | 15 | 1,496.15 | 22,442.25 |
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TenderDocument.pdf
ATTACHMENT
SGCCApril22ACSNo.8to11.pdf
ATTACHMENT
Splcond.LetterofCredit.pdf
ATTACHMENT
JPO regarding cable cut
ATTACHMENT
Annexure-VIB.pdf
ATTACHMENT
SpecialconditionsofworkMKD.pdf Special conditions of work
ATTACHMENT
RlyBdsletterdated03.6.24JPO-CableCut.pdf
ATTACHMENT
SpecialconditionsofworkMKD.pdf
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