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Tender Value
₹1.5 Cr
EMD Value
₹2.3 L
Closing Date
7 Apr 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.
BSL-Proposed augmentation of existing of signal store depot of Bhusawal.
DRMWBSL062026t2
DRMWBSL062026t2
Open
Works - General
12 Months
Jalgaon, Maharashtra
₹0
₹2.3 L
7 Apr 2026
6 Mar 2026
24 Mar 2026
87 items across 4 schedules · ₹2,06,940.15 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 1km | cum | 100 | 174.04 | 17,404 |
| 2 | All kinds of soil | cum | 250 | 177.5 | 44,375 |
| 3 | 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 | 150 | 196 | 29,400 |
| 4 | 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 | 55 | 7,878.5 | 4,33,317.5 |
| 5 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. | Sqm | 40 | 146.15 | 5,846 |
| 6 | 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 |
| 7 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 300 | 392.15 | 1,17,645 |
| 8 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 120 | 927.25 | 1,11,270 |
| 9 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 180 | 736.4 | 1,32,552 |
| 10 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 170 | 961.3 | 1,63,421 |
| 11 | Stairs, (excluding landings) except spiral- staircases | Sqm | 50 | 764.95 | 38,247.5 |
| 12 | Under 20 cm wide | Metre | 70 | 208.55 | 14,598.5 |
| 13 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 25 | 951.1 | 23,777.5 |
| 14 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm | 120 | 384.3 | 46,116 |
| 15 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg 15710 | — | 107.85 | 16,94,323.5 |
| 16 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg 12960.28 | — | 107.85 | 13,97,766.2 |
| 17 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 178 | 9,504.75 | 16,91,845.5 |
| 18 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 15 | 9,655.7 | 1,44,835.5 |
| 19 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 155 | 9,860.4 | 15,28,362 |
| 20 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 15 | 10,011.35 | 1,50,170.25 |
| 21 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal 108.9 | — | 733.5 | 79,878.15 |
| 22 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 20 | 7,370.65 | 1,47,413 |
| 23 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 155 | 9,344.35 | 14,48,374.25 |
| 24 | Area of slab upto 0.50 sqm | Sqm | 22 | 5,413.5 | 1,19,097 |
| 25 | Area of slab over 0.50 sqm | Sqm | 30 | 5,136.3 | 1,54,089 |
| 26 | 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 | 15 | 1,267.95 | 19,019.25 |
| 27 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 11 | 3,167.95 | 34,847.45 |
| 28 | 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 | 11 | 462.35 | 5,085.85 |
| 29 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 500 | 238.35 | 1,19,175 |
| 30 | With 12 mm mild steel U beading | Sqm | 27 | 939.2 | 25,358.4 |
| 31 | 300x16 mm | Each | 18 | 216.55 | 3,897.9 |
| 32 | 250x10 mm | Each | 9 | 83.9 | 755.1 |
| 33 | 125 mm | Each | 18 | 39.95 | 719.1 |
| 34 | 125 mm | Each | 7 | 66.25 | 463.75 |
| 35 | 30 mm thick plain PVC door shutters | Sqm | 5 | 3,182.95 | 15,914.75 |
| 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 1425 | — | 117.35 | 1,67,223.75 |
| 37 | 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 | 200 | 133.7 | 26,740 |
| 38 | Hot finished welded type tubes | Kg 22010 | — | 194.4 | 42,78,744 |
| 39 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 500 | 97.2 | 48,600 |
| 40 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 450 | 172.6 | 77,670 |
| 41 | Medium shade pigment using 50% white cement, 50% ordinary cement | Sqm | 5 | 1,483.6 | 7,418 |
| 42 | Size of Tile 600 x 600 mm | Sqm | 120 | 1,453.65 | 1,74,438 |
| 43 | Size of Tile 600 x 600 mm | Sqm | 15 | 1,464.85 | 21,972.75 |
| 44 | Size of Tile 600x600 mm | Sqm | 25 | 1,623.05 | 40,576.25 |
| 45 | 110 mm diameter | Metre | 20 | 377.4 | 7,548 |
| 46 | 110 mm | Each | 4 | 136.15 | 544.6 |
| 47 | 110 mm | Each | 2 | 127.6 | 255.2 |
| 48 | 110x110x110 mm | Each | 2 | 234.15 | 468.3 |
| 49 | 110 mm bend | Each | 2 | 150.35 | 300.7 |
| 50 | 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 | 580 | 738.65 | 4,28,417 |
| 51 | Ridges plain (500 - 600mm) | Metre | 30 | 532.35 | 15,970.5 |
| 52 | 1:4 (1 cement: 4 fine sand) | Sqm | 600 | 347.05 | 2,08,230 |
| 53 | 1:4 (1 cement: 4 fine sand) | Sqm | 600 | 399.45 | 2,39,670 |
| 54 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 200 | 262.7 | 52,540 |
| 55 | 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 1200 | — | 193.7 | 2,32,440 |
| 56 | 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 | 300 | 170.7 | 51,210 |
| 57 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 10 | 2,434.25 | 24,342.5 |
| 58 | Nominal concrete 1:4:8 or leaner mix (including equivalent design mix) | cum | 5 | 1,503.6 | 7,518 |
| 59 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | cum | 5 | 3,551.25 | 17,756.25 |
| 60 | In cement mortar | cum | 10 | 2,060.2 | 20,602 |
| 61 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 2 | 6,767.4 | 13,534.8 |
| 62 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 2 | 6,515.55 | 13,031.1 |
| 63 | Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern | Each | 1 | 9,612.4 | 9,612.4 |
| 64 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps | Each | 4 | 2,301.75 | 9,207 |
| 65 | 15 mm nominal dia Pipes | Metre | 35 | 286.8 | 10,038 |
| 66 | 20 mm nominal dia Pipes | Metre | 40 | 335 | 13,400 |
| 67 | 25 mm nominal dia Pipes | Metre | 40 | 401.55 | 16,062 |
| 68 | 65 mm nominal dia Pipes | Metre | 50 | 1,674.4 | 83,720 |
| 69 | 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 1000 Litre | — | 11 | 11,000 |
| 70 | 15 mm nominal bore, 122 mm long, weighing not less than 99 gms | Each | 5 | 161.2 | 806 |
| 71 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 5 | 118.5 | 592.5 |
| 72 | 15 mm nominal bore, 125 mm long foam flow, weighing not less than 120 gms | Each | 2 | 224.1 | 448.2 |
| 73 | 125 mm nominal dia with 25 mm waste hole | Each | 3 | 51.85 | 155.55 |
| 74 | 20 mm nominal bore, 120 mm long, weighing not less than 198 gms | Each | 2 | 257.6 | 515.2 |
| 75 | 300 mm dia. R.C.C. pipe | Metre | 30 | 994.3 | 29,829 |
| 76 | 300 mm dia piles | Metre 1025 | — | 3,065.6 | 31,42,240 |
| 77 | 300 mm dia piles | Each | 205 | 2,626.3 | 5,38,391.5 |
| 78 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 56 | 530.9 | 29,730.4 |
| 79 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 70 | 634.45 | 44,411.5 |
| 80 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm 17.28 | — | 1,176.8 | 20,335.1 |
| 81 | Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of:(i) Ist course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming to IS: 2645 in recommended proportions including rounding off junction of vertical and horizontal surface.(ii) IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface.(iii) IIIrd course of applying blown or residual bitumen applied hot at1.7 kg. per sqm of area.(iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @1.7 kg/sqm). | Sqm | 25 | 769.6 | 19,240 |
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GCC-2022-uptoACS10.pdf
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tenderdoc062026t2new_1.pdf
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