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Tender Value
₹18.8 Cr
EMD Value
₹37.7 L
Closing Date
24 Sept 2026, 3:00 pm
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
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.
6 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.
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) Provision of Waiting hall with Halt agent room, toilet, drinking water facility & divyangjan facilities at (i) Morda Tanda & (ii) Mohadi Railway Station.(PID: 01.01.53.25.3.50.040).(2) Mordad Tanda: -Provision of High-Level platform of 410 m x6 m at Mordad Tanda station. (PID: 01.01.53.25.3.50.028).(3)Naydongri Provision of High-Level Island platform (300m X 9.20m) at Nayadongri railway station. (PID: 01.01.53.25.3.50.028).(4)Mohadi :- Proposed High-level platform of (410 m x6 m) with station building and minimum essential amenities including Divyangjan facilities. (PID: 01.01.53.25.3.50.031)(5)Galan - Provision of High-Level platform UP & DN (410mX6m) at Galan Railway station. (PID: 01.01.53.25.3.50.031)(6) Hirapur: Proposed Raising of rail Level PF to High level platform PF No 1 & 2/3 (Island) at Hirapur Railway station (300.00m x9.00m) (PID: 01.01.53.25.3.50.027).(7) Provision of Divyangjan Amenities at Nagardevla Railway stations (NSG-6) (PID : 01.01.53.25.3.50.029)
DRMWBSL282026t2~CR
DRMWBSL282026t2
Open
Works - General
18 Months
Jalgaon, Maharashtra
₹0
₹37.7 L
1 Sept 2026
1 Sept 2026
10 Sept 2026
300 items across 6 schedules · ₹45,22,038.75 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| EARTH WORK | — | — | — | — | |
| General | — | — | — | — | |
| Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: | — | — | — | — | |
| 1 | All kinds of soil | Sqm | 152.5 | 129.85 | 19,802.13 |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | cum | 159 | 196 | 31,164 |
| 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 : | — | — | — | — | |
| 3 | 1:1 1/2:3 (1 Cement: 1 1/2 coarse sand (zone- III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 2 | 8,340.85 | 16,681.7 |
| MISCELLANEOUS | — | — | — | — | |
| 4 | Making plinth protection 50 mm thick of cement concrete 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) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | Sqm | 50 | 749.3 | 37,465 |
| REINFORCEMENT CEMENT CONCRETE | — | — | — | — | |
| FORM WORK | — | — | — | — | |
| Centering and shuttering including strutting, propping etc. and removal of form for | — | — | — | — | |
| 5 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 62 | 927.25 | 57,489.5 |
| 6 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 53 | 736.4 | 39,029.2 |
| 7 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 10 | 961.3 | 9,613 |
| Edges of slabs and breaks in floors and walls | — | — | — | — | |
| 8 | Under 20 cm wide | Metre | 40 | 208.55 | 8,342 |
| 9 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 10 | 951.1 | 9,511 |
| Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de- shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured). | — | — | — | — | |
| 10 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm | 75 | 384.3 | 28,822.5 |
| STEEL REINFORCEMENT | — | — | — | — | |
| Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | — | — | — | — | |
| 11 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 2700 | 107.85 | 2,91,195 |
| Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. | — | — | — | — | |
| 12 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 5500 | 107.85 | 5,93,175 |
| 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 w o r k a b i l i t y 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.: | — | — | — | — | |
| All works upto plinth level | — | — | — | — | |
| 13 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 15 | 9,504.75 | 1,42,571.25 |
| All works above plinth level upto floor V level | — | — | — | — | |
| 14 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 12 | 9,860.4 | 1,18,324.8 |
| MASONRY WORK | — | — | — | — | |
| General | — | — | — | — | |
| Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: | — | — | — | — | |
| 15 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 19 | 7,370.65 | 1,40,042.35 |
| Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : | — | — | — | — | |
| 16 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 34 | 9,344.35 | 3,17,707.9 |
| CLADDING WORK | — | — | — | — | |
| General | — | — | — | — | |
| Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels | — | — | — | — | |
| Raj Nagar Plain white marble/ Udaipur green marble/ Zebra black marble | — | — | — | — | |
| 17 | Area of slab upto 0.50 sqm | Sqm | 12 | 3,414.8 | 40,977.6 |
| 18 | Area of slab over 0.50 sqm | Sqm | 5 | 3,078.4 | 15,392 |
| Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. | — | — | — | — | |
| 19 | Marble work | Metre | 40 | 298.6 | 11,944 |
| WOOD AND P.V.C. WORK | — | — | — | — | |
| FRAMES AND TRUSSES | — | — | — | — | |
| Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non- decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: | — | — | — | — | |
| 20 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 8 | 2,172.1 | 17,376.8 |
| 21 | Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). | Sqm | 10 | 462.35 | 4,623.5 |
| MISCELLANEOUS-WOOD WORK | — | — | — | — | |
| Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. | — | — | — | — | |
| 22 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 50 | 238.35 | 11,917.5 |
| Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete. | — | — | — | — | |
| 23 | With 12 mm mild steel U beading | Sqm | 5 | 939.2 | 4,696 |
| 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 oxidised as per IS 1378) | — | — | — | — | |
| 24 | 300x16 mm | Each | 6 | 216.55 | 1,299.3 |
| Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete (Copper oxidised as per IS 1378) | — | — | — | — | |
| 25 | 200x10 mm | Each | 5 | 69.4 | 347 |
| Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete (Copper oxidised as per IS 1378) | — | — | — | — | |
| 26 | 100 mm | Each | 7 | 32.55 | 227.85 |
| STEEL WORK | — | — | — | — | |
| General | — | — | — | — | |
| Providing and fixing pressed steel door frames conforming to IS: 4351,manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre- treatment of the surface as directed by Engineer-in-charge: | — | — | — | — | |
| Profile B | — | — | — | — | |
| 27 | Fixing with adjustable lugs with split end tail to each jamb | Metre | 20 | 583.3 | 11,666 |
| Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. | — | — | — | — | |
| 28 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 15 | 172.6 | 2,589 |
| FLOORING | — | — | — | — | |
| VITRIFIED FLOOR TILES | — | — | — | — | |
| Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. | — | — | — | — | |
| 29 | Size of Tile 600x600 mm | Sqm | 45 | 1,553.45 | 69,905.25 |
| FINISHING | — | — | — | — | |
| CEMENT PLASTER (IN FINE SAND) | — | — | — | — | |
| 12 mm cement plaster of mix : | — | — | — | — | |
| 30 | 1:4 (1 cement: 4 fine sand) | Sqm | 250 | 347.05 | 86,762.5 |
| CEMENT PLASTER (IN COARSE SAND) | — | — | — | — | |
| 15 mm cement plaster on rough side of single or half brick wall of mix: | — | — | — | — | |
| 31 | 1:4 (1 cement: 4 coarse sand) | Sqm | 150 | 411.75 | 61,762.5 |
| PEBBLE DASH PLASTER | — | — | — | — | |
| 32 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 280 | 262.7 | 73,556 |
| INTERIOR FINISHING | — | — | — | — | |
| Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : | — | — | — | — | |
| 33 | New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre | Sqm | 300 | 185.65 | 55,695 |
| EXTERIOR FINISHING | — | — | — | — | |
| Finishing walls with water proofing cement paint of required shade : | — | — | — | — | |
| 34 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 150 | 116.9 | 17,535 |
| Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : | — | — | — | — | |
| 35 | Two or more coats on new work | Sqm | 280 | 155.9 | 43,652 |
| REPAIRS TO BUILDING | — | — | — | — | |
| ROUTINE MAINTENANCE WORK | — | — | — | — | |
| Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufacture of density at 25 degreeC, 0.87-0.89 kg/ litre and viscosity 70- 160 cps. Over the primer coat the layer of membrane shall be laid using Butane Torch and sealing all joints etc, and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23 degreeC as 650/ 450N/ 5cm. Tear strength in longitudinal and transverse direction as 300/250N. Softening point of membrane not less than 150 degreeC. Cold flexibility shall be upto -2 degreeC when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane : | — | — | — | — | |
| 36 | 3 mm thick | Sqm | 80 | 560.95 | 44,876 |
| ROAD WORK | — | — | — | — | |
| ROADS | — | — | — | — | |
| Supplying and stacking at site. | — | — | — | — | |
| 37 | Moorum | cum | 159 | 768.25 | 1,22,151.75 |
| ALUMINIUM WORK | — | — | — | — | |
| General | — | — | — | — | |
| Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, panelling and dash fasteners to be paid for separately) : | — | — | — | — | |
| For fixed portion | — | — | — | — | |
| 38 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 50 | 495.05 | 24,752.5 |
| Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in- charge . (Cost of aluminium snap beading shall be paid in basic item): | — | — | — | — | |
| 39 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 10 | 1,176.8 | 11,768 |
| Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete. | — | — | — | — | |
| 40 | Upto 5mm depth and 5 mm width | Metre | 40 | 96.75 | 3,870 |
| WATER PROOFING | — | — | — | — | |
| General | — | — | — | — | |
| Grading roof for water proofing treatment with | — | — | — | — | |
| 41 | Cement mortar 1:3 (1 cement : 3 coarse sand) | cum | 5 | 16,112.1 | 80,560.5 |
| Schedule total | ₹26,80,839.88 | ||||
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