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Tender Value
₹5.5 Cr
EMD Value
₹4.3 L
Closing Date
31 Dec 2025, 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.
1)Odha station-Proposed EI Building at Odha in connection with proposed remodeling for provision of additional platform, stabling lines and long haul loop lines for dealing passenger trains during Kumbh Mela-2027.(PID No- 01.01.16.25.3.50.021) 2)Nashik (RPF ZTC):- Construction of Female RPF Barrack of 50 bedded with basic amenities at ZTC Nashik.(PID No-01.01.64.25.3.50.008) 3)Chalisgaon-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)
DRMWBSL422025t7~CR
DRMWBSL422025t7
Open
Works - General
9 Months
Jalgaon, Maharashtra
₹0
₹4.3 L
31 Dec 2025
10 Dec 2025
17 Dec 2025
184 items across 4 schedules · ₹12,61,902.01 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 680 | 177.5 | 1,20,700 |
| 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 | 550 | 196 | 1,07,800 |
| 3 | All kinds of soil | cum | 360 | 126.8 | 45,648 |
| 4 | 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 | 55 | 8,340.85 | 4,58,746.75 |
| 5 | 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 | 45 | 7,878.5 | 3,54,532.5 |
| 6 | 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 | 42 | 146.15 | 6,138.3 |
| 7 | 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 | 130 | 749.3 | 97,409 |
| 8 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 380 | 392.15 | 1,49,017 |
| 9 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 770 | 927.25 | 7,13,982.5 |
| 10 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 2250 | 736.4 | 16,56,900 |
| 11 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 678 | 961.3 | 6,51,761.4 |
| 12 | Stairs, (excluding landings) except spiral- staircases | Sqm | 60 | 764.95 | 45,897 |
| 13 | Under 20 cm wide | Metre | 240 | 208.55 | 50,052 |
| 14 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 81 | 951.1 | 77,039.1 |
| 15 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm | 3850 | 384.3 | 14,79,555 |
| 16 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 10500 | 107.85 | 11,32,425 |
| 17 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 23890 | 107.85 | 25,76,536.5 |
| 18 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 145 | 9,504.75 | 13,78,188.75 |
| 19 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 240 | 9,860.4 | 23,66,496 |
| 20 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 115.5 | 733.5 | 84,719.25 |
| 21 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 31 | 7,370.65 | 2,28,490.15 |
| 22 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 238 | 8,962.35 | 21,33,039.3 |
| 23 | Area of slab upto 0.50 sqm | Sqm | 129 | 5,413.5 | 6,98,341.5 |
| 24 | Area of slab over 0.50 sqm | Sqm | 86 | 5,136.3 | 4,41,721.8 |
| 25 | 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 | 143 | 1,267.95 | 1,81,316.85 |
| 26 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 1250 | 238.35 | 2,97,937.5 |
| 27 | With 12 mm mild steel U beading | Sqm | 43 | 939.2 | 40,385.6 |
| 28 | 300x16 mm | Each | 32 | 216.55 | 6,929.6 |
| 29 | 100x10 mm | Each | 16 | 44.3 | 708.8 |
| 30 | 100 mm | Each | 32 | 32.55 | 1,041.6 |
| 31 | Single rubber stopper | Each | 13 | 39.6 | 514.8 |
| 32 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 1135 | 172.6 | 1,95,901 |
| 33 | Medium shade pigment using 50% white cement, 50% ordinary cement | Sqm | 30 | 1,483.6 | 44,508 |
| 34 | Acid and alkali resistant tile | Sqm | 36 | 1,738.15 | 62,573.4 |
| 35 | Acid and alkali resistant tile | Sqm | 65 | 1,884.9 | 1,22,518.5 |
| 36 | Size of Tile 600 x 1200 mm | Sqm | 595 | 1,577.15 | 9,38,404.25 |
| 37 | Size of Tile 600 x 600 mm | Sqm | 30 | 1,464.85 | 43,945.5 |
| 38 | Size of Tile 600x600 mm | Sqm | 89 | 1,623.05 | 1,44,451.45 |
| 39 | 110 mm diameter | Metre | 250 | 377.4 | 94,350 |
| 40 | 110 mm | Each | 12 | 136.15 | 1,633.8 |
| 41 | 110x110x110 mm | Each | 12 | 234.15 | 2,809.8 |
| 42 | 110 mm bend | Each | 12 | 150.35 | 1,804.2 |
| 43 | 110 mm Shoe | Each | 12 | 131.85 | 1,582.2 |
| 44 | 110 mm | Each | 12 | 371.3 | 4,455.6 |
| 45 | 1:4 (1 cement: 4 fine sand) | Sqm | 2100 | 347.05 | 7,28,805 |
| 46 | 1:4 (1 cement: 4 fine sand) | Sqm | 1073 | 399.45 | 4,28,609.85 |
| 47 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 2100 | 262.7 | 5,51,670 |
| 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 | 3173 | 193.7 | 6,14,610.1 |
| 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 | 82 | 170.7 | 13,997.4 |
| 50 | Two or more coats on new work | Sqm | 476 | 155.9 | 74,208.4 |
| 51 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 5 | 2,434.25 | 12,171.25 |
| 52 | Nominal concrete 1:4:8 or leaner mix (including equivalent design mix) | cum | 5 | 1,503.6 | 7,518 |
| 53 | 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 |
| 54 | In cement mortar | cum | 5 | 2,060.2 | 10,301 |
| 55 | 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 | 5 | 10,117.6 | 50,588 |
| 56 | 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 | 60 | 9,823.8 | 5,89,428 |
| 57 | 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. | Sqm | 200 | 1,045.65 | 2,09,130 |
| 58 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 1 | 6,767.4 | 6,767.4 |
| 59 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 2 | 6,515.55 | 13,031.1 |
| 60 | 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 |
| 61 | 32 mm dia | Each | 7 | 119.55 | 836.85 |
| 62 | 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 | 2 | 1,607.95 | 3,215.9 |
| 63 | 20 mm nominal dia Pipes | Metre | 30 | 335 | 10,050 |
| 64 | 25 mm nominal dia Pipes | Metre | 50 | 401.55 | 20,077.5 |
| 65 | 20 mm nominal dia Pipes | Metre | 30 | 537.6 | 16,128 |
| 66 | 25 mm nominal dia Pipes | Metre | 40 | 627.25 | 25,090 |
| 67 | 20 mm nominal dia Pipes | Metre | 30 | 274.3 | 8,229 |
| 68 | 25 mm nominal dia Pipes | Metre | 30 | 355.4 | 10,662 |
| 69 | 50 mm nominal dia Pipes | Metre | 125 | 794.25 | 99,281.25 |
| 70 | 15 mm nominal bore | Each | 12 | 97.75 | 1,173 |
| 71 | 20 mm nominal bore | Each | 12 | 119.05 | 1,428.6 |
| 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 Litre | 4000 | 11 | 44,000 |
| 73 | 15 mm nominal bore | Each | 6 | 506.8 | 3,040.8 |
| 74 | 15 mm nominal bore | Each | 6 | 670.45 | 4,022.7 |
| 75 | 15mm nominal bore | Each | 6 | 574.3 | 3,445.8 |
| 76 | 100 mm nominal dia | Each | 6 | 37.6 | 225.6 |
| 77 | 150 mm dia. R.C.C. pipe | Metre | 60 | 556.45 | 33,387 |
| 78 | 300 mm dia. R.C.C. pipe | Metre | 100 | 994.3 | 99,430 |
| 79 | 300 mm dia piles | Metre | 25 | 3,065.6 | 76,640 |
| 80 | 300 mm dia piles | Each | 5 | 2,626.3 | 13,131.5 |
| 81 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 125 | 530.9 | 66,362.5 |
| 82 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 145 | 634.45 | 91,995.25 |
| 83 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 62 | 1,176.8 | 72,961.6 |
| 84 | 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 | 40 | 617.05 | 24,682 |
| 85 | For vertical surface two coats @ 0.70 kg per sqm per coat | Sqm | 25 | 472.9 | 11,822.5 |
| 86 | For horizontal surface one coat @1.10 kg per sqm. | Sqm | 25 | 362.8 | 9,070 |
| 87 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | cum | 3 | 1,509.8 | 4,529.4 |
| 88 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in- charge. | cum | 3 | 1,538.25 | 4,614.75 |
| 89 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. | cum | 3 | 1,538.25 | 4,614.75 |
| 90 | Frame size 65 x 100 mm | Metre | 106 | 1,111.3 | 1,17,797.8 |
| 91 | 30 mm thick | Sqm | 43 | 4,764.2 | 2,04,860.6 |
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