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Tender Value
₹12.0 Cr
EMD Value
₹7.5 L
Closing Date
28 Jan 2026, 3:00 pmClosed
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 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.
5 conditions · 1 needing a document upload
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.
Sch(1)Provision of ABS Hut(04 Nos) in connection with Mobility Improvement and capacity augmentation in Nasik Road- Kasbesukene section (25.33 KM) by providing Automatic Block signaling in both UP & DN direction for handling Kumbh Mela 2027 Traffic. (PID-01.01.16.25.3.50.024) (2) Provision of ABS Hut(05 Nos) in connection with Mobility Improvement and capacity augmentation in Asvali - Nasik Road section (25.61 KM) by providing Automatic Block signaling in both UP & DN direction for handling Kumbh Mela 2027 Traffic. (PID 01.01.16.25.3.50.022) (3) Provision of ABS Hut(04 Nos) in connection with Mobility Improvement and capacity augmentation in Lasalgaon-Manmad section (25.80 KM) by providing Automatic signaling for handling Kumbh Mela 2027 Traffic.(PID- 01.01.16.25.3.50.030) (4) Provision of ABS Hut(04 Nos) in connection with Mobility Improvement and capacity augmentation in Igatpuri-Asvali section (26.00 KM) by providing Automatic signaling for handling Kumbh Mela 2027 Traffic.(PID- 01.01.16.25.3.50.023) (5) Provision of ABS Hut(04 Nos) in connection with Mobility Improvement and capacity augmentation in Kasbesukene-Lasalgaon section (22.58 KM) by providing Automatic signaling for handling Kumbh Mela 2027 Traffic. (PID 01.01.16.25.3.50.020)
DRMWBSL442025t1~CR
DRMWBSL442025t1
Open
Works - General
8 Months
Jalgaon, Maharashtra
₹0
₹7.5 L
28 Jan 2026
29 Dec 2025
6 Jan 2026
369 items across 42 schedules · ₹15,45,51,546.09 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil. | cum | 900 | 260.3 | 2,34,270 |
| 2 | Ordinary rock | cum | 216 | 632.95 | 1,36,717.2 |
| 3 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | cum | 544 | 700.5 | 3,81,072 |
| 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 | 108 | 7,878.5 | 8,50,878 |
| 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 | 332 | 749.3 | 2,48,767.6 |
| 6 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 640 | 392.15 | 2,50,976 |
| 7 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 840 | 736.4 | 6,18,576 |
| 8 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 23880 | 107.85 | 25,75,458 |
| 9 | Mild steel and Medium Tensile steel bars | Kg | 8320 | 107.1 | 8,91,072 |
| 10 | Hard drawn steel wire fabric | Kg | 8800 | 102.2 | 8,99,360 |
| 11 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 340 | 9,504.75 | 32,31,615 |
| 12 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 102 | 733.5 | 74,817 |
| 13 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 52 | 7,132.25 | 3,70,877 |
| 14 | Area of slab upto 0.50 sqm | Sqm | 84 | 5,413.5 | 4,54,734 |
| 15 | Area of slab over 0.50 sqm | Sqm | 20 | 5,136.3 | 1,02,726 |
| 16 | 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 | 72 | 1,267.95 | 91,292.4 |
| 17 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 80 | 3,167.95 | 2,53,436 |
| 18 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 1400 | 238.35 | 3,33,690 |
| 19 | With 12 mm mild steel U beading | Sqm | 36 | 939.2 | 33,811.2 |
| 20 | 300x16 mm | Each | 64 | 216.55 | 13,859.2 |
| 21 | 250x10 mm | Each | 32 | 83.9 | 2,684.8 |
| 22 | 125 mm | Each | 64 | 39.95 | 2,556.8 |
| 23 | Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. | Each | 24 | 983.15 | 23,595.6 |
| 24 | 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 | 9000 | 117.35 | 10,56,150 |
| 25 | Using M.S. angels 40x40x6 mm for diagonal braces | Sqm | 12 | 5,804.35 | 69,652.2 |
| 26 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 500 | 172.6 | 86,300 |
| 27 | Acid and alkali resistant tile | Sqm | 200 | 1,738.15 | 3,47,630 |
| 28 | Size of Tile 600 x 600 mm | Sqm | 800 | 1,464.85 | 11,71,880 |
| 29 | 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 | 3920 | 193.7 | 7,59,304 |
| 30 | 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 |
| 31 | On concrete work | Sqm | 864 | 235.15 | 2,03,169.6 |
| 32 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm | 640 | 226.25 | 1,44,800 |
| 33 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. | Sqm | 5400 | 156.05 | 8,42,670 |
| 34 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 4 | 6,515.55 | 26,062.2 |
| 35 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each | 4 | 1,879.2 | 7,516.8 |
| 36 | 32 mm dia | Each | 4 | 119.55 | 478.2 |
| 37 | 20 mm nominal dia Pipes | Metre | 40 | 335 | 13,400 |
| 38 | 25 mm nominal dia Pipes | Metre | 40 | 401.55 | 16,062 |
| 39 | 20 mm nominal dia Pipes | Metre | 40 | 274.3 | 10,972 |
| 40 | 25 mm nominal dia Pipes | Metre | 60 | 355.4 | 21,324 |
| 41 | 50 mm nominal dia Pipes | Metre | 80 | 794.25 | 63,540 |
| 42 | 15 mm nominal bore | Each | 8 | 97.75 | 782 |
| 43 | 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 |
| 44 | 15 mm nominal bore | Each | 8 | 506.8 | 4,054.4 |
| 45 | 15 mm nominal bore | Each | 4 | 670.45 | 2,681.8 |
| 46 | 15mm nominal bore | Each | 8 | 574.3 | 4,594.4 |
| 47 | 100 mm nominal dia | Each | 4 | 37.6 | 150.4 |
| 48 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 140 | 530.9 | 74,326 |
| 49 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 168 | 634.45 | 1,06,587.6 |
| 50 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 80 | 1,176.8 | 94,144 |
| 51 | Concrete grade M-35 (Cement content 370 kgs) | cum | 300 | 20,928.7 | 62,78,610 |
| 52 | Providing & laying in position Prestressing steel strands (low relaxation) on hollow core bed by using mechanical pulling arrangement like Rabbit/ Bed master including all accessories for Stressing & destressing operations as per approved make conforming to IS1343 & grade FY- 1860 etc, complete as per drawings and direction of Engineer -in-charge. | Kg | 2100 | 192.35 | 4,03,935 |
| 53 | Lead within 15km | MT | 690 | 540.85 | 3,73,186.5 |
| 54 | Add/Deduct over item 26.76.1 for every additional lead of 5 km | MT | 3450 | 117.3 | 4,04,685 |
| 55 | Solid concrete wall elements | cum | 300 | 2,720.3 | 8,16,090 |
| Schedule total | ₹2,55,76,789.9 | ||||
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