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Tender Value
₹2.7 Cr
EMD Value
₹5.3 L
Closing Date
6 Oct 2026, 3:00 pm
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Revenue
Above/Below/Par
DIVISION
13 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.
Technical Eligibility Criteria:--- (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. (Please refer Tender booklet for further clarification) Similar Nature of work - Any type of civil work viz. building and structures work, pipe lines, underground and overhead tanks, foundation treatment works in any Railway embankment/cutting, any earth work, cover over platform, bore wells, level crossing works including lifting barriers, cement concrete apron works etc.
4 conditions
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.
As per tender document attached.
Tenderers may please note - During lockdown period (declared due to COVID - 2019 pandemic) - A) Necessary authority to travel to site of work on a specific request indicating date shall be issued by Railway Administration to facilitate site visit. B) TC meetings and Negotiation can be conducted through online Video/Audio chat on conference call. Record of same should be kept.
1)Repairs to various service buildings under SSE/WKS/BAU Section.2)SSE/W/BAU:- Heavy repairs to roads and Drain at Burhanpur, Raver, Savda, Nimbhora. Rev 2026-27
DRMWBSL312026t1~CR
DRMWBSL312026t1
Open
Works - General
12 Months
Jalgaon, Maharashtra
₹0
₹5.3 L
11 Sept 2026
11 Sept 2026
22 Sept 2026
76 items across 2 schedules · ₹1,08,94,036.65 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 1km | cum | 100 | 174.04 | 17,404 |
| 2 | All kinds of soil | cum | 200 | 177.5 | 35,500 |
| 3 | 1:2:4 (1 cement : 2 coarse sand (zone-III) including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 25% : 4 graded stone aggregate 20 mm nominal size including Recycled Concrete Aggregate (RCA) upto 25%) | cum | 100 | 7,654.85 | 7,65,485 |
| 4 | Foundations, footings, bases for columns | Sqm | 300 | 392.15 | 1,17,645 |
| 5 | 1:2:4 (1 cement : 2 coarse sand including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 20% : 4 graded stone aggregate 20 mm nominal size of Recycled Concrete Aggregate (RCA) upto 20%). | cum | 25 | 8,404.05 | 2,10,101.25 |
| 6 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 6000 | 107.85 | 6,47,100 |
| 7 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 30 | 7,132.25 | 2,13,967.5 |
| 8 | With F.P.S.(non modular) bricks | cum | 10 | 9,299.9 | 92,999 |
| 9 | Area of slab upto 0.50 sqm | Sqm | 100 | 5,413.5 | 5,41,350 |
| 10 | Area of slab over 0.50 sqm | Sqm | 100 | 5,136.3 | 5,13,630 |
| 11 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 40 | 3,473.85 | 1,38,954 |
| 12 | Fixed to steel windows by welding | Kg | 2000 | 219.1 | 4,38,200 |
| 13 | 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 | 50 | 2,969.25 | 1,48,462.5 |
| 14 | 25 mm thick PVC flush door shutters made out of a one piece Multi chamber extruded PVC section of the size of 762 mm X 25 mm or less as per requirement with an average wall thickness of 1 mm ( +/- 0.3 mm). PVC foam end cap of size 23x10 mm are provided on both vertical edges to ensure the overall thickness of 25 mm. M.S. tube having dimensions 19 mm x 19 mm and 1.0 mm ( +/- 0.1 mm) is inserted along the hinge side of the door. Core of the door shutter should be filled with High Density Polyurethane foam. The Top & Bottom edges of the shutter are covered with an end-cap of the size 25 mm X 11 mm. Door shutter shall be reinforced with special polymeric reinforcements as per manufacturer's specification and direction of Engineer-in-charge to take up necessary hardware and fixtures. Stickers indicating the locations of hardware will be pasted at appropriate places | Sqm | 50 | 3,068.85 | 1,53,442.5 |
| 15 | 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 | 2000 | 117.35 | 2,34,700 |
| 16 | Hot finished welded type tubes | Kg | 2000 | 194.4 | 3,88,800 |
| 17 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 500 | 172.6 | 86,300 |
| 18 | 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, including 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 | 700 | 772.4 | 5,40,680 |
| 19 | Light shade pigment using white cement | Sqm | 280 | 1,402 | 3,92,560 |
| 20 | Dark shade pigment using ordinary cement | Sqm | 120 | 1,119.5 | 1,34,340 |
| 21 | 25 mm thick | Sqm | 300 | 1,948.25 | 5,84,475 |
| 22 | Size of Tile 600x600 mm | Sqm | 400 | 1,553.45 | 6,21,380 |
| 23 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 70 | 3,186.7 | 2,23,069 |
| 24 | Extra for providing and fixing wind ties of 40x 6 mm flat iron section. | Metre | 2000 | 195.6 | 3,91,200 |
| 25 | 110 mm diameter | Metre | 100 | 377.4 | 37,740 |
| 26 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in- charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) 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 | 800 | 738.65 | 5,90,920 |
| 27 | Ridges plain (500 - 600mm) | Metre | 100 | 532.35 | 53,235 |
| 28 | 1:4 (1 cement: 4 fine sand) | Sqm | 180 | 347.05 | 62,469 |
| 29 | Neat cement punning. | Sqm | 100 | 79.95 | 7,995 |
| 30 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 1000 | 262.7 | 2,62,700 |
| 31 | On concrete work | Sqm | 200 | 235.15 | 47,030 |
| 32 | Two coats | Sqm | 1000 | 137.45 | 1,37,450 |
| 33 | Old work (two or more coats) | Sqm | 1000 | 22.85 | 22,850 |
| 34 | One or more coats on old work | Sqm | 1000 | 102.8 | 1,02,800 |
| 35 | Repair to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sqm and under, including cutting the patch in proper shape, raking out joints and preparing plastering the wall surface with white cement based polymer modified self curing mortar, including disposal of rubbish, all complete as per the direction of Engineer-In-Charge. | Sqm | 50 | 670.95 | 33,547.5 |
| 36 | Cleaning of terrace/loft water storage tank (inside surface area) upto 2000 litre capacity at all heights with coconut brushes, duster etc., removal of silt, rubbish from the tank and cleaning the tank with fresh water disinfecting with bleaching powder @0.5gm per litre capacity of tank including marking the date of cleaning on the side of tank body with the help of stencil and paint and disposing of malba all complete as per direction of Engineer-in-Charge. (The old date already written on tank should be removed with paint remover or black paint and if date is not written with the stencil or old date is not removed deduction will be made @ Rs. 0.10 per litre) (if during cleaning any GI fittings or ball cock is damaged that is to be repaired by contractor at his own cost and nothing extra will be paid on this account) | Litre | 10000 | 0.5 | 5,000 |
| 37 | 3 mm thick | Sqm | 400 | 537.45 | 2,14,980 |
| 38 | Nominal concrete 1:4:8 or leaner mix (including equivalent design mix) | cum | 10 | 1,503.6 | 15,036 |
| 39 | In cement mortar | cum | 5 | 2,060.2 | 10,301 |
| 40 | Of area 3 sq. metres and below | Each | 5 | 367.2 | 1,836 |
| 41 | For thickness of tiles 10 mm to 25 mm | Sqm | 50 | 73.4 | 3,670 |
| 42 | G.S. Sheet | Sqm | 2 | 164.95 | 329.9 |
| 43 | Asbestos Cement sheet | Sqm | 2 | 77.3 | 154.6 |
| 44 | 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 | 50 | 54.65 | 2,732.5 |
| 45 | Moorum | cum | 100 | 768.25 | 76,825 |
| 46 | With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt | Sqm | 500 | 234.05 | 1,17,025 |
| 47 | Overhead informatory road signage | Sqm | 30 | 5,879.9 | 1,76,397 |
| 48 | Providing and fixing at or near ground level factory made RCC pavement slab of M-30 grade of size 450x450x50 mm, including reinforcement with 6 mm dia M.S. bars 4 nos on each side, including setting in position in footpath to the required level and line over a bed of 20 mm average thick cement mortar 1:5 (1 cement : 5 coarse sand), having joint thickness not more than 5mm except on curve, including filling of joints with same cement mortar and making grooves etc. complete as per direction of Engineer-in- charge. | Sqm | 20 | 1,600.55 | 32,011 |
| 49 | Made of G.I. wire of dia 4 mm | Sqm | 58 | 1,017.8 | 59,032.4 |
| 50 | 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 | 60 | 2,017.6 | 1,21,056 |
| 51 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 20 | 6,767.4 | 1,35,348 |
| 52 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 15 | 6,515.55 | 97,733.25 |
| 53 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 10 | 6,258.75 | 62,587.5 |
| 54 | Single squatting plate with 5 litre P.V.C. automatic flushing cistern | Each | 5 | 9,256.45 | 46,282.25 |
| 55 | 10 litre capacity - White | Each | 10 | 1,190.65 | 11,906.5 |
| 56 | 40 mm dia | Each | 5 | 119.55 | 597.75 |
| 57 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 50 | 1,151.9 | 57,595 |
| 58 | 15 mm nominal dia Pipes | Metre | 80 | 497.8 | 39,824 |
| 59 | 25 mm nominal dia Pipes | Metre | 80 | 627.25 | 50,180 |
| 60 | 15 mm nominal bore | Each | 25 | 353.25 | 8,831.25 |
| 61 | 15 mm nominal bore | Each | 10 | 353.25 | 3,532.5 |
| 62 | 25 mm nominal bore | Each | 15 | 464.05 | 6,960.75 |
| 63 | 15 mm nominal bore | Each | 15 | 97.75 | 1,466.25 |
| 64 | 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. | Per Litre | 5000 | 11 | 55,000 |
| 65 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 50 | 125.6 | 6,280 |
| 66 | 15 mm nominal bore, 98 mm long, weighing not less than 75 gms | Each | 80 | 112.8 | 9,024 |
| 67 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 200 | 530.9 | 1,06,180 |
| 68 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 200 | 634.45 | 1,26,890 |
| 69 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 50 | 1,176.8 | 58,840 |
| 70 | 300 mm dia | Metre | 100 | 707.75 | 70,775 |
| 71 | 200 mm nominal size dia | Metre | 100 | 1,113.35 | 1,11,335 |
| Schedule total | ₹1,08,94,036.65 | ||||
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AnnexureVIB.pdf
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labourlawspenaltyclauses.pdf
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