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Tender Value
₹1.3 Cr
EMD Value
₹2.1 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
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).
Two Miscellaneous work under Senior Divisional Engineer (North) Jabalpur Jurisdiction :- Part-1:- Rewa- Rehabilitation / Renovation of sub-station with provision of duty room, store room, toilet, ladies changing room etc. under Assistant Divisional Engineer (North) Satna sub-division. Part-2:- Construction of Electric sub-station panel building with toilet at Maihar Station under Assistant Divisional Engineer (South) Satna sub-division.
DRMW-JBP-211-2025~WCR
DRMW-JBP-211-2025
Open
Works - General
12 Months
Jabalpur, Madhya Pradesh
₹0
₹2.1 L
16 Jan 2026
24 Dec 2025
2 Jan 2026
196 items across 2 schedules · ₹1,45,06,961.15 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 173 | 205.45 | 35,542.85 |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | cum | 126 | 253.95 | 31,997.7 |
| 3 | 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 | 84 | 368.65 | 30,966.6 |
| 4 | All kinds of soil | cum | 73 | 104.5 | 7,628.5 |
| 5 | 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 46 | 7,226.95 | 3,32,439.7 |
| 6 | Foundations, footings, bases for columns | Sqm | 410 | 307.95 | 1,26,259.5 |
| 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 | 70 | 8,364.2 | 5,85,494 |
| 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 | 57 | 10,185.05 | 5,80,547.85 |
| 9 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 186 | 307.95 | 57,278.7 |
| 10 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 135 | 766.55 | 1,03,484.25 |
| 11 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 216 | 608.35 | 1,31,403.6 |
| 12 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 240 | 804.25 | 1,93,020 |
| 13 | Stairs, (excluding landings) except spiral- staircases | Sqm | 84 | 657.75 | 55,251 |
| 14 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in shelves including setting in cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 20% : 3 graded stone aggregate 20 mm nominal size Recycled Concrete Aggregate (RCA) upto 20%). | cum | 9 | 18,461.3 | 1,66,151.7 |
| 15 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 6906 | 89.65 | 6,19,122.9 |
| 16 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 5645 | 89.65 | 5,06,074.25 |
| 17 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 81 | 6,882 | 5,57,442 |
| 18 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 135 | 8,512.1 | 11,49,133.5 |
| 19 | Area of slab over 0.50 sqm | Sqm | 30 | 4,425.35 | 1,32,760.5 |
| 20 | Granite work | Metre | 50 | 418.85 | 20,942.5 |
| 21 | 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 | 356 | 1,063.45 | 3,78,588.2 |
| 22 | Second class teak wood | cum | .32 | 1,31,576.95 | 42,104.62 |
| 23 | 12 mm thick | Sqm | 47 | 667.1 | 31,353.7 |
| 24 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 29 | 2,818.5 | 81,736.5 |
| 25 | Providing and fixing 18 mm thick, 150 mm wide pelmet of flat pressed 3 layer or graded wood particle board medium density grade I, IS : 3087 marked, including top cover of 6 mm commercial ply wood conforming to IS: 303 BWR grade, nickel plated M.S. pipe 20 mm dia ( heavy type) curtain rod with nickel plated brackets, including fixing with 25x3 mm M.S. flat 10 cm long fixed to pelmet with hollock wood cleats of size 100 mm x 40 mm x 40 mm on both inner side of pelmet and rawl plugs 75 mm long etc. all complete. | Metre | 34 | 511.55 | 17,392.7 |
| 26 | 250x16 mm | Each | 34 | 165.9 | 5,640.6 |
| 27 | 100x10 mm | Each | 26 | 39.1 | 1,016.6 |
| 28 | Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. | Each | 13 | 723.8 | 9,409.4 |
| 29 | 100 mm | Each | 51 | 189.85 | 9,682.35 |
| 30 | Twin rubber stopper | Each | 38 | 62.25 | 2,365.5 |
| 31 | Extruded section profile size 42x50 mm | Metre | 56 | 280.7 | 15,719.2 |
| 32 | 30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm (+/- 0.2 mm), with inbuilt decorative moulding edging on one side. 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 25x20 mm and 1 mm (+/- 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x30 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. | Sqm | 15 | 2,008.55 | 30,128.25 |
| 33 | Two track two panels sliding window made of (small series) frame 52 x 44 mm &sash 32 x 60 mm both having wall thickness of 1.9 +/- 0.2 mm and single glazing bead of appropriate dimension. (Area of window upto 1.75 sqm) | Sqm | 37 | 7,634.1 | 2,82,461.7 |
| 34 | Three track three panels sliding window with fly proof SS wire mesh (Two nos. glazed & one no. wire mesh panels) made of (small series) frame 92 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 +/- 0.2 mm and single glazing bead of appropriate dimension (Area of window upto 1.75 sqm). | Sqm | 54 | 10,030.3 | 5,41,636.2 |
| 35 | Providing and fixing frame work for partitions/ wall lining etc. made of 50x50x1.6 mm hollow MS tube, placed along the walls, ceiling and floor in a grid pattern with spacing @ 600 mm centre to centre both ways (vertically & horizontally) or at required spacing near opening, with necessary welding at junctions and fixing the frame to wall/ ceiling/ floors with steel dash fasteners of 8 mm dia, 75 mm long bolt, including making provision for opening for doors, windows, electrical conduits, switch boards etc., including providing with two coats of approved steel primer etc. complete, all as per direction of Engineer-in-charge. | Kg | 388 | 133.35 | 51,739.8 |
| 36 | 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 | 835 | 93.05 | 77,696.75 |
| 37 | Using flats 30x6mm for diagonal braces and central cross piece | Sqm | 26 | 4,615.15 | 1,19,993.9 |
| 38 | 80x0.90 mm M.S. laths with 0.90 mm thick top cover | Sqm | 14 | 2,718.9 | 38,064.6 |
| 39 | Hot finished welded type tubes | Kg | 1680 | 154.9 | 2,60,232 |
| 40 | Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete. | Each | 13 | 185.95 | 2,417.35 |
| 41 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 34 | 88.5 | 3,009 |
| 42 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 6000 | 142.3 | 8,53,800 |
| 43 | 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 | 500 | 612.25 | 3,06,125 |
| 44 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 22 | 7,958.65 | 1,75,090.3 |
| 45 | 25 mm thick | Sqm | 100 | 1,706.6 | 1,70,660 |
| 46 | Size of Tile 600x600 mm | Sqm | 249 | 1,416.65 | 3,52,745.85 |
| 47 | Size of Tile 600 x 600 mm | Sqm | 40 | 1,286.6 | 51,464 |
| 48 | 0.80 mm thick with zinc coating not less than 275 gm/sqm | Metre | 15 | 822.15 | 12,332.25 |
| 49 | Extra for providing and fixing wind ties of 40x 6 mm flat iron section. | Metre | 40 | 163.65 | 6,546 |
| 50 | 110 mm diameter | Metre | 151 | 319.75 | 48,282.25 |
| 51 | 110 mm bend | Each | 17 | 132 | 2,244 |
| 52 | 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 | 78 | 671.55 | 52,380.9 |
| 53 | GI Metal Ceiling Lay in plain Tegular edge Global white color tiles of size 595x595 mm, and 0.5 mm thick with 8 mm drop; made of G I sheet having galvanizing of 100 gms/sqm (both sides inclusive) and electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending. | Sqm | 40 | 1,591.7 | 63,668 |
| 54 | 1:6 (1 cement: 6 coarse sand) | Sqm | 1211 | 294.35 | 3,56,457.85 |
| 55 | 1:4 (1 cement: 4 coarse sand) | Sqm | 489 | 354.5 | 1,73,350.5 |
| 56 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 1700 | 214.3 | 3,64,310 |
| 57 | New work (two or more coats) over and including water thinnable priming coat with cement primer | Sqm | 1700 | 162.55 | 2,76,335 |
| 58 | Water thinnable cement primer | Sqm | 1700 | 64.45 | 1,09,565 |
| 59 | New work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution | Sqm | 300 | 150.2 | 45,060 |
| 60 | Two or more coats on new work | Sqm | 2000 | 137.85 | 2,75,700 |
| 61 | Two or more coats on new work | Sqm | 300 | 131.45 | 39,435 |
| 62 | Two or more coats on new work | Sqm | 400 | 121.45 | 48,580 |
| 63 | One or more coats on old work | Sqm | 50 | 86.55 | 4,327.5 |
| 64 | One or more coats on old work | Sqm | 50 | 79.4 | 3,970 |
| 65 | One or more coats on old work | Sqm | 2000 | 50.6 | 1,01,200 |
| 66 | With cement mortar 1:4 (1 cement : 4 fine sand) | Sqm | 150 | 462.3 | 69,345 |
| 67 | Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm) | Sqm | 40 | 941.95 | 37,678 |
| 68 | Orissa pattern W.C Pan of size 580x440 mm | Each | 7 | 3,850.65 | 26,954.55 |
| 69 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re- rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. | Sqm | 345 | 180.5 | 62,272.5 |
| 70 | 40 mm thick | Sqm | 210 | 1,163.1 | 2,44,251 |
| 71 | Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete. | Sqm | 210 | 79.85 | 16,768.5 |
| 72 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in- Charge. | cum | 76 | 2,803.65 | 2,13,077.4 |
| 73 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 5 | 5,540.55 | 27,702.75 |
| 74 | Single half stall urinal with 5 litre P.V.C. automatic flushing cistern | Each | 4 | 10,128.3 | 40,513.2 |
| 75 | Single squatting plate with 5 litre P.V.C. automatic flushing cistern | Each | 3 | 7,752.6 | 23,257.8 |
| 76 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 7 | 2,275 | 15,925 |
| 77 | 32 mm dia | Each | 7 | 104.35 | 730.45 |
| 78 | Rectangular shape 453x357 mm | Each | 4 | 1,158.95 | 4,635.8 |
| 79 | White vitreous china dual purpose WC pan with white solid plastic seat and lid with white vitreous china flushing cistern and C.P. flush bend. | Each | 2 | 10,326.65 | 20,653.3 |
| 80 | 15 mm dia nominal bore | Metre | 60 | 485.2 | 29,112 |
| 81 | 20 mm dia nominal bore | Metre | 60 | 541.1 | 32,466 |
| 82 | 50 mm dia nominal bore | Metre | 60 | 654.2 | 39,252 |
| 83 | 15 mm nominal bore | Each | 8 | 303.85 | 2,430.8 |
| 84 | 15 mm nominal bore | Each | 8 | 303.85 | 2,430.8 |
| 85 | 50 mm nominal bore | Each | 4 | 878.25 | 3,513 |
| 86 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 200 | 433.95 | 86,790 |
| 87 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 200 | 531.8 | 1,06,360 |
| 88 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 10 | 1,019.8 | 10,198 |
| Schedule total | ₹1,24,35,277.77 | ||||
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