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Tender Value
₹5.6 Cr
EMD Value
₹11.2 L
Closing Date
15 May 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
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 up to G+4 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.
Niphad-Upgradation of Niphad Railway station and Horticulture work at all Kumbh station. ((PID : 01.01.53.25.3.50.035).
DRMWBSL122026t1
DRMWBSL122026t1
Open
Works - General
9 Months
Jalgaon, Maharashtra
₹0
₹11.2 L
15 May 2026
24 Apr 2026
1 May 2026
481 items across 17 schedules · ₹6,51,34,360.57 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| EARTH WORK | — | — | — | — | |
| General | — | — | — | — | |
| Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer- in-charge. | — | — | — | — | |
| 1 | All kinds of soil | cum | 475 | 177.5 | 84,312.5 |
| 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 | 380 | 196 | 74,480 |
| CONCRETE WORK | — | — | — | — | |
| CEMENT CONCRETE (CAST IN SITU) | — | — | — | — | |
| Centering and shuttering including strutting, propping etc. and removal of form work for : | — | — | — | — | |
| 3 | Foundations, footings, bases for columns | Sqm | 475 | 392.15 | 1,86,271.25 |
| MISCELLANEOUS | — | — | — | — | |
| Providing and laying in position ready mixed or site batched design mix cement concrete for plain 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 workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. | — | — | — | — | |
| All works upto plinth level : | — | — | — | — | |
| 4 | Concrete of M20 grade with minimum cement content of 270 kg /cum | cum | 65 | 9,212.6 | 5,98,819 |
| REINFORCEMENT CEMENT CONCRETE | — | — | — | — | |
| FORM WORK | — | — | — | — | |
| Centering and shuttering including strutting, propping etc. and removal of form for | — | — | — | — | |
| 5 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 190 | 842.5 | 1,60,075 |
| STEEL REINFORCEMENT | — | — | — | — | |
| Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | — | — | — | — | |
| 6 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 18050 | 107.85 | 19,46,692.5 |
| 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 cem ent, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability 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- c h a r g e , for the following grades of concrete.: | — | — | — | — | |
| All works upto plinth level | — | — | — | — | |
| 7 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 190 | 9,504.75 | 18,05,902.5 |
| All works above plinth level upto floor V level | — | — | — | — | |
| 8 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 19 | 9,860.4 | 1,87,347.6 |
| 9 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 82.65 | 733.5 | 60,623.78 |
| MASONRY WORK | — | — | — | — | |
| General | — | — | — | — | |
| Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: | — | — | — | — | |
| 10 | Cement Mortar 1:6 (1 cement : 6 coarse sand). | cum | 38 | 6,295.15 | 2,39,215.7 |
| 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 | — | — | — | — | |
| Granite stone slab colour black, Cherry/Ruby red | — | — | — | — | |
| 11 | Area of slab upto 0.50 sqm | Sqm | 57 | 5,413.5 | 3,08,569.5 |
| 12 | Area of slab over 0.50 sqm | Sqm | 57 | 5,136.3 | 2,92,769.1 |
| STEEL WORK | — | — | — | — | |
| General | — | — | — | — | |
| 13 | 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 | 104500 | 133.7 | 1,39,71,650 |
| Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. | — | — | — | — | |
| 14 | Hot finished welded type tubes | Kg | 2090 | 194.4 | 4,06,296 |
| 15 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 2375 | 97.2 | 2,30,850 |
| 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. | — | — | — | — | |
| 16 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 190 | 172.6 | 32,794 |
| ROOFING | — | — | — | — | |
| RAIN WATER SPOUT AND PIPE | — | — | — | — | |
| 17 | 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 | 3648 | 738.65 | 26,94,595.2 |
| Providing and fixing precoated galvanised steel sheet roofing accessories 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 using self drilling/ self tapping screws complete : | — | — | — | — | |
| 18 | Ridges plain (500 - 600mm) | Metre | 95 | 532.35 | 50,573.25 |
| FINISHING | — | — | — | — | |
| CEMENT PLASTER (IN FINE SAND) | — | — | — | — | |
| 12 mm cement plaster of mix : | — | — | — | — | |
| 19 | 1:6 (1 cement: 6 fine sand) | Sqm | 190 | 333.35 | 63,336.5 |
| EXTERIOR FINISHING | — | — | — | — | |
| Painting with aluminium paint of approved brand and manufacture to give an even shade . | — | — | — | — | |
| 20 | Two or more coats on new work | Sqm | 3990 | 146.8 | 5,85,732 |
| DISMANTLING AND DEMOLISHING | — | — | — | — | |
| General | — | — | — | — | |
| Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. | — | — | — | — | |
| 21 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 76 | 2,434.25 | 1,85,003 |
| 22 | 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 | 285 | 263.95 | 75,225.75 |
| ROAD WORK | — | — | — | — | |
| ROADS | — | — | — | — | |
| Supplying and stacking at site. | — | — | — | — | |
| 23 | Moorum | cum | 38 | 768.25 | 29,193.5 |
| MISCELLANEOUS | — | — | — | — | |
| 24 | 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). | cum | 95 | 9,823.8 | 9,33,261 |
| Schedule total | ₹2,52,03,588.63 | ||||
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details.html
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nit.pdf
NIT
drmwbsl122026t1.pdf
ATTACHMENT
SplconditionNR.pdf
ATTACHMENT
GCC-2022-uptoACS10.pdf
ATTACHMENT
GCCACS11.pdf
ATTACHMENT
AnnexureVIB.pdf
ATTACHMENT
AnnexureVIAFormatofEMDandPBG.pdf Annexure VIA Format of EMD and PBG
ATTACHMENT
PCEcircular.pdf
ATTACHMENT
BeneficiaryName_1.pdf
ATTACHMENT
AnnexureVIAFormatofEMDandPBG.pdf
ATTACHMENT
SplconditionNR.pdf
CORRIGENDUM
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