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Tender Value
₹1.3 Cr
EMD Value
₹2.7 L
Closing Date
25 Jun 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 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.
AK- Provision of community hall with basic amenities at akola.
DRMWBSL182026t5
DRMWBSL182026t5
Open
Works - General
12 Months
Jalgaon, Maharashtra
₹0
₹2.7 L
25 Jun 2026
3 Jun 2026
11 Jun 2026
126 items across 27 schedules · ₹1,80,00,641.55 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Cost of carriage including loading, unloading & stacking for first 50 metres | cum | 1100 | 283.98 | 3,12,378 |
| 2 | Every additional lead of 50m or part thereof beyond1st 50 m upto 9 such additional lead | cum- lead | 8640 | 61.83 | 5,34,211.2 |
| 3 | All kinds of soil | cum | 1100 | 177.5 | 1,95,250 |
| 4 | 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 | 600 | 196 | 1,17,600 |
| 5 | All kinds of soil | cum | 288 | 126.8 | 36,518.4 |
| 6 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | Sqm | 600 | 8.95 | 5,370 |
| 7 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 110 | 7,878.5 | 8,66,635 |
| 8 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 180 | 392.15 | 70,587 |
| 9 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 256 | 927.25 | 2,37,376 |
| 10 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 392 | 736.4 | 2,88,668.8 |
| 11 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 204 | 961.3 | 1,96,105.2 |
| 12 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 40 | 951.1 | 38,044 |
| 13 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 16800 | 107.85 | 18,11,880 |
| 14 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 5200 | 107.85 | 5,60,820 |
| 15 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 230 | 9,504.75 | 21,86,092.5 |
| 16 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 65 | 9,860.4 | 6,40,926 |
| 17 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 104 | 733.5 | 76,284 |
| 18 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 32 | 7,132.25 | 2,28,232 |
| 19 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 62 | 9,105.95 | 5,64,568.9 |
| 20 | Area of slab upto 0.50 sqm | Sqm | 64 | 5,413.5 | 3,46,464 |
| 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 | 40 | 1,267.95 | 50,718 |
| 22 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 24 | 2,172.1 | 52,130.4 |
| 23 | 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 | 24 | 462.35 | 11,096.4 |
| 24 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 800 | 238.35 | 1,90,680 |
| 25 | 300x16 mm | Each | 19 | 216.55 | 4,114.45 |
| 26 | 150x10 mm | Each | 19 | 59.45 | 1,129.55 |
| 27 | 125 mm | Each | 9 | 39.95 | 359.55 |
| 28 | Single rubber stopper | Each | 6 | 39.6 | 237.6 |
| 29 | 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 | 3500 | 133.7 | 4,67,950 |
| 30 | Hot finished welded type tubes | Kg | 7825 | 194.4 | 15,21,180 |
| 31 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 400 | 97.2 | 38,880 |
| 32 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 640 | 172.6 | 1,10,464 |
| 33 | 25 mm thick | Sqm | 400 | 1,948.25 | 7,79,300 |
| 34 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. | Sqm | 30 | 2,354.7 | 70,641 |
| 35 | Size of Tile 600x600 mm | Sqm | 120 | 1,553.45 | 1,86,414 |
| 36 | Size of Tile 600 x 600 mm | Sqm | 120 | 1,464.85 | 1,75,782 |
| 37 | Size of Tile 600x600 mm | Sqm | 120 | 1,623.05 | 1,94,766 |
| 38 | 110 mm diameter | Metre | 72 | 377.4 | 27,172.8 |
| 39 | 110 mm | Each | 25 | 136.15 | 3,403.75 |
| 40 | 110x110x110 mm | Each | 12 | 234.15 | 2,809.8 |
| 41 | 110 mm bend | Each | 12 | 150.35 | 1,804.2 |
| 42 | 2 mm thick flat | Sqm | 60 | 1,245.65 | 74,739 |
| 43 | 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 | 40 | 738.65 | 29,546 |
| 44 | North light curves | Metre | 60 | 546.1 | 32,766 |
| 45 | 1:4 (1 cement: 4 fine sand) | Sqm | 440 | 347.05 | 1,52,702 |
| 46 | 1:4 (1 cement: 4 fine sand) | Sqm | 360 | 399.45 | 1,43,802 |
| 47 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 440 | 262.7 | 1,15,588 |
| 48 | Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm | Sqm | 640 | 193.7 | 1,23,968 |
| 49 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture | Sqm | 40 | 170.7 | 6,828 |
| 50 | Two or more coats on new work | Sqm | 400 | 155.9 | 62,360 |
| 51 | 3 mm thick | Sqm | 300 | 537.45 | 1,61,235 |
| 52 | Moorum | cum | 180 | 768.25 | 1,38,285 |
| 53 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 4 | 6,767.4 | 27,069.6 |
| 54 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each | 3 | 1,879.2 | 5,637.6 |
| 55 | 20 mm nominal dia Pipes | Metre | 57 | 335 | 19,095 |
| 56 | 25 mm nominal dia Pipes | Metre | 40 | 401.55 | 16,062 |
| 57 | 20 mm nominal dia Pipes | Metre | 40 | 537.6 | 21,504 |
| 58 | 25 mm nominal dia Pipes | Metre | 40 | 627.25 | 25,090 |
| 59 | 20 mm nominal dia Pipes | Metre | 56 | 274.3 | 15,360.8 |
| 60 | 25 mm nominal dia Pipes | Metre | 40 | 355.4 | 14,216 |
| 61 | 50 mm nominal dia Pipes | Metre | 80 | 794.25 | 63,540 |
| 62 | 15 mm nominal bore | Each | 4 | 97.75 | 391 |
| 63 | 20 mm nominal bore | Each | 4 | 119.05 | 476.2 |
| 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 | 4000 | 11 | 44,000 |
| 65 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 9 | 125.6 | 1,130.4 |
| 66 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 9 | 118.5 | 1,066.5 |
| 67 | 20 mm nominal bore, 89 mm long, weighing not less than 88 gms | Each | 9 | 129.9 | 1,169.1 |
| 68 | 15 mm nominal bore, 107 mm long, weighing not less than 110 gms | Each | 9 | 208.45 | 1,876.05 |
| 69 | 100 mm nominal dia | Each | 4 | 37.6 | 150.4 |
| 70 | 20 mm nominal bore, 120 mm long, weighing not less than 198 gms | Each | 4 | 257.6 | 1,030.4 |
| 71 | 25 mm nominal bore, 152mm long, weighing not less than 440 gms | Each | 4 | 523.8 | 2,095.2 |
| 72 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 32 | 530.9 | 16,988.8 |
| 73 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 40 | 634.45 | 25,378 |
| 74 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 20 | 1,176.8 | 23,536 |
| Schedule total | ₹1,45,73,726.55 | ||||
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details.html
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nit.pdf
NIT
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.pdf
ATTACHMENT
drmwbsl182026t5.pdf
ATTACHMENT
Tech.SpcsforAKCommunityHall.pdf
ATTACHMENT
AnnexureVIAFormatofEMDandPBG.pdf
ATTACHMENT
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