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Tender Value
₹4.2 Cr
EMD Value
₹8.5 L
Closing Date
17 Apr 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
ENGINEERIN
14 conditions · 3 needing a document upload
"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-VIIB (as per standard tender document), along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/Certificate from Chartered Accountant duly supported by Audited Balance Sheet. (As per Rly. Board letter No. 2022/CE-I/CT/GCC- 2022/Policy dated 14.07.2022, advanced correction slip No. 1). "
Tenders costing more than 50.00 Lakhs:- As a proof of experience/competency, The tenderer must have successfully completed or substantially completed any of the following during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or One similar work each costing not less than the amount equal to 60% of advertised value of the tender.
Similar Nature of Work: Any civil work other than track work.
15 conditions · 5 needing a document upload
Tenderers are required to upload self-attested/digitally signed scanned copy of eligibility documents such as mandatory credentials, affidavit, partnership deed, power of attorney, PAN, GST/TIN Firm/Company registration/MOA/MOU/AOA etc.
The Bid Security shall be deposited either in cash through e- payment gateway or submitted as Bank Guarantee bond from a scheduled commercial bank of India or as mentioned in tender documents. (Annexure-VII-A).
In case, submission of Bid Security in the form of Bank Guarantee, following shall be ensured: (i) A scanned copy of the Bank Guarantee shall be uploaded on e-Procurement Portal (IREPS) while applying to the tender. (ii) The original Bank Guarantee should be delivered in person to the official nominated as indicated in the tender document before closing date for submission of bids. (i.e. excluding the last date of submission of bids. (iii) Non submission of scanned copy of Bank Guarantee with the bid on e- tendering portal (IREPS) and/or non submission of original Bank Guarantee within the specified period shall lead to summary rejection of bid. (iv) The Tender Security shall remain valid for a period of 90 days beyond the validity period for the Tender. (v) The details of the BG, physically submitted should match with the details available in the scanned copy and the data entered during bid submission time, failing which the bid will be rejected (vi) The Bank Guarantee shall be placed in an envelope, which shall be sealed. The envelope shall clearly bear the identification "Bid for the ***** Project" and shall clearly indicate the name and address of the Bidder. In addition, the Bid Due Date should be indicated on the right hand top corner of the envelope. (vii) The envelope shall be addressed to the officer and address as mentioned in the tender document. (viii) If the envelope is not sealed and marked as instructed above, the Authority assumes no responsibility for the misplacement or premature opening of the contents of the Bid submitted and consequent losses, if any, suffered by the Bidder. (Annexure-VII-A, as per attached standard tender documents & Annexure-VI-A of GCC-2022).
Tenderers are advised to submit self-attested/digitally signed copy of Bank particulars i.e. Bank name, Bank Account No. IFSC code as per Annexure-XII of Tender Document for any smooth transactions.
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.
Tenderers are not required to submit uploaded Tender document which has uploaded for the information & knowledge of Tenderers. (2) Tenderers are advised to check the Tender Schedule Items, conditions/eligibility criteria etc. before quoting the rates for E-Tendering. (3) No post tender correspondence for submission of additional documents shall be entertained after opening of the Technical & Commercial offers. Even suo-moto post tender letters of the tenders shall be treated as NULL & Void. (Authority: - HQ/NR Letter No. 74-W/0/Pt. XXV/WA/Loose Dated: 07.04.2015.
Tenderers are advised to make workers wage/salary payment through workers bank account to ensure making payment during the wage period in Railway's Shramik Kalyan portal.
Improvement to water supply arrangement in railway colony and RPSF complex at Jagadhri workshop in the section of SSE/W/JUDW under ADEN/JUDW.
OT-326-UMB-2025-26
OT-326-UMB-2025-26
Open
Works - General
12 Months
Ambala, Haryana
₹0
₹8.5 L
17 Apr 2026
27 Mar 2026
3 Apr 2026
59 items across 1 schedule · ₹4,77,90,852.92 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. | cum | 200 | 411.3 | 82,260 |
| 2 | All kinds of soil. | cum | 400 | 286.85 | 1,14,740 |
| 3 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 132 | 6,326.05 | 8,35,038.6 |
| 4 | cum | 30 | 10,719.3 | 3,21,579 | |
| 5 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 300 | 766.55 | 2,29,965 |
| 6 | Under 20 cm wide | Metre | 200 | 181.9 | 36,380 |
| 7 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | cum | 6 | 9,673.5 | 58,041 |
| 8 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 3600 | 89.65 | 3,22,740 |
| 9 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 200 | 6,658.25 | 13,31,650 |
| 10 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 20 | 8,288.35 | 1,65,767 |
| 11 | 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 | 1500 | 1,063.45 | 15,95,175 |
| 12 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 400 | 2,015.75 | 8,06,300 |
| 13 | With 2nd class teak wood beading 62X19 mm | Sqm | 800 | 1,164.9 | 9,31,920 |
| 14 | 100x58x1.90 mm | Each | 300 | 40.6 | 12,180 |
| 15 | 150x10 mm | Each | 288 | 75.55 | 21,758.4 |
| 16 | 125 mm | Each | 288 | 60.05 | 17,294.4 |
| 17 | Providing and Fixing factory made uPVC door frame, made of uPVC exturded sections, of size 65 mm x 55 mm with wall thickness 2.0 mm (+/- 0.2 mm), corners of the door frame to be mitred cut and jointed with plastic brackets and stainless steel screws, reinforcing hinge side vertical of the frames with PVC profile of Size 28 mm x 30 mm having wall thickness 2 mm (+/- 0.2 mm), including providing & fixing 3 nos of 125 mm long stainless steel hinges to the frame, fixing the frame with jamb with required number & size of anchor dash fastners, all complete as per manufacturer's specification and direction of Engineer-in-charge. | Metre | 1500 | 545.6 | 8,18,400 |
| 18 | Providing and fixing 37 mm thick factory made PVC door shutter, styles and rails made of PVC hollow section of size 100 mm x 37 mm with wall thickness 2 mm (+/- 0.2 mm), with inbuilt bead on one side, styles and rails mitered cut and joint at the corners by means of 2 nos of plastic brackets of size 75 mm x 220 mm at each corner and stainless steel screws, reinforcing the hinge side of style by inserting PVC profile of size 28 mm x 30 mm, with wall thickness 2 mm ( +/- 0.2 mm). Lockrail of size 100 mm x 37 mm, wall thickness 2 mm (+ 0.2 mm) will be fixed to the vertical styles. Providing with PVC snapfit beads and panel of size 100 mm x 20 mm, and inserting 2 nos tie bar of 6 mm dia and fastening with nuts and washers complete, all as per manufacturer's specification and direction of Engineer-in- charge. | Sqm | 500 | 3,654.45 | 18,27,225 |
| 19 | Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | Kg | 18000 | 175.65 | 31,61,700 |
| 20 | Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately) | Kg | 12000 | 133.6 | 16,03,200 |
| 21 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 47000 | 142.3 | 66,88,100 |
| 22 | 4.0 mm thick glass panes (weight not less than 10 kg/sqm) | Sqm | 900 | 940.3 | 8,46,270 |
| 23 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 8000 | 545 | 43,60,000 |
| 24 | 40 mm wide and 4 mm thick | Metre | 6000 | 79.5 | 4,77,000 |
| 25 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. | Sqm | 400 | 935.6 | 3,74,240 |
| 26 | Size of Tile 600x600 mm | Sqm | 1200 | 1,416.65 | 16,99,980 |
| 27 | 110 mm diameter | Metre | 800 | 319.75 | 2,55,800 |
| 28 | 110 mm bend | Each | 120 | 132 | 15,840 |
| 29 | 110 mm | Each | 600 | 309.5 | 1,85,700 |
| 30 | 2 mm thick flat | Sqm | 600 | 1,048.5 | 6,29,100 |
| 31 | 1:6 (1 cement: 6 coarse sand) | Sqm | 6000 | 294.35 | 17,66,100 |
| 32 | Two or more coats on new work | Sqm | 20000 | 131.45 | 26,29,000 |
| 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 | 800 | 123.85 | 99,080 |
| 34 | Two coats | Sqm | 2000 | 90.05 | 1,80,100 |
| 35 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete | Sqm | 2000 | 16.35 | 32,700 |
| 36 | Old work (one or more coats) | Sqm | 36000 | 56.8 | 20,44,800 |
| 37 | Old work (one or more coats @ 2.20 kg/10 sqm) complete. | Sqm | 30000 | 63.25 | 18,97,500 |
| 38 | 3 mm thick | Sqm | 6000 | 563.5 | 33,81,000 |
| 39 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 160 | 2,007.1 | 3,21,136 |
| 40 | Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) | cum | 160 | 1,239.6 | 1,98,336 |
| 41 | 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 | 30 | 2,928.1 | 87,843 |
| 42 | In cement mortar | cum | 40 | 1,698.45 | 67,938 |
| 43 | Of area 3 sq. metres and below | Each | 200 | 302.7 | 60,540 |
| 44 | Asbestos Cement sheet | Sqm | 180 | 63.75 | 11,475 |
| 45 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | Sqm | 1000 | 45.05 | 45,050 |
| 46 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. | cum | 160 | 7,399.2 | 11,83,872 |
| 47 | 20 mm nominal dia Pipes | Metre | 800 | 275.25 | 2,20,200 |
| 48 | 15 mm dia nominal bore | Metre | 100 | 267.5 | 26,750 |
| 49 | 50 mm dia nominal bore | Metre | 1600 | 654.2 | 10,46,720 |
| 50 | 80 mm dia nominal bore | Metre | 1200 | 919.1 | 11,02,920 |
| 51 | 50 to 80 mm nominal bore | Each | 200 | 1,513.7 | 3,02,740 |
| 52 | 50 mm nominal bore | Each | 40 | 878.25 | 35,130 |
| 53 | 15 mm nominal bore | Each | 300 | 262.3 | 78,690 |
| 54 | 50 mm nominal bore | Each | 12 | 706.7 | 8,480.4 |
| 55 | 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. | Litre | 50000 | 9.7 | 4,85,000 |
| 56 | 15mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 400 | 109.85 | 43,940 |
| 57 | 15 mm nominal bore, 105 mm long, weighing not less than 138 gms | Each | 100 | 161.55 | 16,155 |
| 58 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) | cum | 40.85 | 7,510.75 | 3,06,799.12 |
| 59 | Cement mortar 1:3 (1 cement : 3 coarse sand) | cum | 20 | 14,275.75 | 2,85,515 |
| Schedule total | ₹4,77,90,852.92 | ||||
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NIT-59-UMB-25-26.pdf
ATTACHMENT
AdcanceCorrectionslips1234567891011.pdf Advance Correction Slips of GCC
ATTACHMENT
AdcanceCorrectionslips1234567891011.pdf
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SafetyInstructionatWorksSite.pdf
ATTACHMENT
GeneralConditionsforcivilworks.pdf
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TNN-59D-WorksDSR-UMB-2025-26.pdf
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