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Tender Value
₹1.3 Cr
EMD Value
₹2.1 L
Closing Date
2 Jan 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.
Jalgaon-Provision of 20 bedded RPF Barrack with all basic amenities in connection with construction of 20 bedded RPF barrack at JL and CSN each under UMB-2025- 26 in PH-64. (PID No.01.01.64.25.3.50.009)
DRMWBSL422025t8~CR
DRMWBSL422025t8
Open
Works - General
9 Months
Jalgaon, Maharashtra
₹0
₹2.1 L
2 Jan 2026
11 Dec 2025
19 Dec 2025
93 items across 3 schedules · ₹1,68,77,086.81 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum 600 | — | 177.5 | 1,06,500 |
| 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 292 | — | 196 | 57,232 |
| 3 | 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 15 | — | 7,878.5 | 1,18,177.5 |
| 4 | 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 50 | — | 146.15 | 7,307.5 |
| 5 | 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 |
| 6 | Concrete of M20 grade with minimum cement content of 270 kg /cum | cum 65 | — | 9,212.6 | 5,98,819 |
| 7 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm 195.75 | — | 392.15 | 76,763.36 |
| 8 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm 350 | — | 842.5 | 2,94,875 |
| 9 | Suspended floors, roofs, landings, balconies and access platform | Sqm 475 | — | 927.25 | 4,40,443.75 |
| 10 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm 750 | — | 736.4 | 5,52,300 |
| 11 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm 245 | — | 961.3 | 2,35,518.5 |
| 12 | Stairs, (excluding landings) except spiral- staircases | Sqm 28 | — | 764.95 | 21,418.6 |
| 13 | Weather shade, Chajjas, corbels etc., including edges | Sqm 22.5 | — | 951.1 | 21,399.75 |
| 14 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm 1425 | — | 384.3 | 5,47,627.5 |
| 15 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg 8075 | — | 107.85 | 8,70,888.75 |
| 16 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg 17850 | — | 107.85 | 19,25,122.5 |
| 17 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum 95 | — | 9,504.75 | 9,02,951.25 |
| 18 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum 210 | — | 9,860.4 | 20,70,684 |
| 19 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal 57 | — | 733.5 | 41,809.5 |
| 20 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum 16 | — | 7,132.25 | 1,14,116 |
| 21 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum 160 | — | 9,105.95 | 14,56,952 |
| 22 | Area of slab upto 0.50 sqm | Sqm 78.75 | — | 5,413.5 | 4,26,313.13 |
| 23 | Area of slab over 0.50 sqm | Sqm 36 | — | 5,136.3 | 1,84,906.8 |
| 24 | 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 99 | — | 1,267.95 | 1,25,527.05 |
| 25 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg 800 | — | 238.35 | 1,90,680 |
| 26 | With 12 mm mild steel U beading | Sqm 40.5 | — | 939.2 | 38,037.6 |
| 27 | 125x64x1.90 mm | Each 36 | — | 118.2 | 4,255.2 |
| 28 | 50 mm | Each 15 | — | 356.75 | 5,351.25 |
| 29 | 300x16 mm | Each 36 | — | 303.25 | 10,917 |
| 30 | 150x10 mm | Each 18 | — | 82.55 | 1,485.9 |
| 31 | 125 mm | Each 36 | — | 66.25 | 2,385 |
| 32 | Triple strip vertical type | Each 16 | — | 52.5 | 840 |
| 33 | Providing and fixing stainless steel soft closing spring hinges at 0 degree hinges (hydraulic type) of approved make/brand to cupboard shutters with full threaded steel screws including making necessary recess in board and finished etc. complete as per direction of Engineer-in-charge. | Each 32 | — | 272 | 8,704 |
| 34 | Electric resistance or induction butt welded tubes | Kg 2025 | — | 194.4 | 3,93,660 |
| 35 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg 100 | — | 172.6 | 17,260 |
| 36 | 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 193.5 | — | 772.4 | 1,49,459.4 |
| 37 | Size of Tile 600 x 1200 mm | Sqm 410 | — | 1,577.15 | 6,46,631.5 |
| 38 | Size of Tile 600 x 1200 mm | Sqm 50 | — | 1,797.3 | 89,865 |
| 39 | 110 mm diameter | Metre 72 | — | 377.4 | 27,172.8 |
| 40 | 110 mm | Each 18 | — | 136.15 | 2,450.7 |
| 41 | 110 mm | Each 18 | — | 127.6 | 2,296.8 |
| 42 | 110 mm Shoe | Each 18 | — | 131.85 | 2,373.3 |
| 43 | 110 mm | Each 18 | — | 371.3 | 6,683.4 |
| 44 | 2 mm thick flat | Sqm 45 | — | 1,245.65 | 56,054.25 |
| 45 | 1:6 (1 cement: 6 fine sand) | Sqm 1125 | — | 333.35 | 3,75,018.75 |
| 46 | 1:6 (1 cement: 6 fine sand) | Sqm 715 | — | 383 | 2,73,845 |
| 47 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm 715 | — | 262.7 | 1,87,830.5 |
| 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 1750 | — | 193.7 | 3,38,975 |
| 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 50 | — | 170.7 | 8,535 |
| 50 | Two or more coats on new work | Sqm 150 | — | 155.9 | 23,385 |
| 51 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum 2 | — | 2,434.25 | 4,868.5 |
| 52 | Moorum | cum 200 | — | 768.25 | 1,53,650 |
| 53 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in- charge). | cum 6 | — | 10,117.6 | 60,705.6 |
| 54 | Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. The work shall be executed as per drawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously including shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge.. | Metre 54 | — | 3,439.5 | 1,85,733 |
| 55 | 60mm thick cement concrete paver block of M- 35 grade with approved colour, design & pattern. | Sqm 250 | — | 1,045.65 | 2,61,412.5 |
| 56 | Providing and placing in position 100 mm thick factory made machine batched and machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100 mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc including cost of cartage, all leads and lift, handling at site etc. all complete as per direction of Engineer-in-Charge. | Sqm 12 | — | 3,081.95 | 36,983.4 |
| 57 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each 3 | — | 6,767.4 | 20,302.2 |
| 58 | W.C. pan with ISI marked white solid plastic seat and lid | Each 3 | — | 6,515.55 | 19,546.65 |
| 59 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each 6 | — | 1,879.2 | 11,275.2 |
| 60 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to European type W.C. of quality and make as approved by Engineer - in - charge. | Each 3 | — | 349.15 | 1,047.45 |
| 61 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. | Each 6 | — | 1,034.8 | 6,208.8 |
| 62 | Providing and fixing CP Brass Single lever telephonic wall mixer of quality and make as approved by Engineer in charge.(a) 15 mm nominal dia | Each 3 | — | 6,940.75 | 20,822.25 |
| 63 | Providing and fixing 600x450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. | Each 4 | — | 1,607.95 | 6,431.8 |
| 64 | 25 mm nominal dia Pipes | Metre 63 | — | 401.55 | 25,297.65 |
| 65 | 20 mm nominal dia Pipes | Metre 85.5 | — | 537.6 | 45,964.8 |
| 66 | 50 mm nominal dia Pipes | Metre 58.5 | — | 794.25 | 46,463.63 |
| 67 | 25 mm nominal bore | Each 4 | — | 622.4 | 2,489.6 |
| 68 | 50 mm nominal bore | Each 2 | — | 1,026.65 | 2,053.3 |
| 69 | 25 mm nominal bore | Each 3 | — | 464.05 | 1,392.15 |
| 70 | 15 mm nominal bore | Each 21 | — | 97.75 | 2,052.75 |
| 71 | 100 mm diameter | Each 9 | — | 193.95 | 1,745.55 |
| 72 | 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 4500 Litre | — | 11 | 49,500 |
| 73 | 15 mm nominal bore | Each 21 | — | 506.8 | 10,642.8 |
| 74 | 15 mm nominal bore | Each 7 | — | 670.45 | 4,693.15 |
| 75 | 15mm nominal bore | Each 21 | — | 574.3 | 12,060.3 |
| 76 | 150 mm dia. R.C.C. pipe | Metre 45 | — | 556.45 | 25,040.25 |
| 77 | 300 mm dia. R.C.C. pipe | Metre 108 | — | 994.3 | 1,07,384.4 |
| 78 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg 78.75 | — | 530.9 | 41,808.38 |
| 79 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg 94.5 | — | 634.45 | 59,955.53 |
| 80 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm 40.5 | — | 1,505.25 | 60,962.63 |
| 81 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying :(a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours.(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. | Sqm 25 | — | 617.05 | 15,426.25 |
| 82 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | cum 7 | — | 8,042.3 | 56,296.1 |
| 83 | P r o v i d i n g and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self-priming of elastomeric water proofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric water proofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineer-in-Charge. | Sqm 300 | — | 563.1 | 1,68,930 |
| 84 | Frame size 65 x 100 mm | Metre 85.5 | — | 1,111.3 | 95,016.15 |
| 85 | 30 mm thick | Sqm 49.5 | — | 4,764.2 | 2,35,827.9 |
| 86 | 25 mm thick | Sqm 27 | — | 3,889.15 | 1,05,007.05 |
| Schedule total | ₹1,60,64,268.46 | ||||
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