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Tender Value
₹63.8 L
EMD Value
₹1.3 L
Closing Date
6 Oct 2026, 3:00 pm
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Revenue
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.
16 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.
All latest and up to date Correction slips of General Conditions of Contract (GCC)-April-2022 and Standard Tender Document (STD)-2022 Shall be applicable.
Repair to Water Fixtures, Water Meters, Water Audit, SRI paint on roofs, Cleaning Rain Water Harvesting pits, borewell for RWH and usage of ETP treatred water in connection with Green co-rating of workshop at JUDW in the section of SSE/W/JUDW under ADEN/JUDW.
OT-166-UMB-2026-27~NR
OT-166-UMB-2026-27
Open
Works - General
4 Months
Ambala, Haryana
₹0
₹1.3 L
14 Sept 2026
14 Sept 2026
22 Sept 2026
64 items across 2 schedules · ₹4,28,800 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil. | cum | 120 | 286.85 | 34,422 |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | cum | 39.91 | 253.95 | 10,135.14 |
| 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 | 80.09 | 368.65 | 29,525.18 |
| 4 | 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 | 20 | 6,326.05 | 1,26,521 |
| 5 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 8.4 | 6,658.25 | 55,929.3 |
| 6 | 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 | 80 | 1,063.45 | 85,076 |
| 7 | 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 | 120 | 935.6 | 1,12,272 |
| 8 | 110 mm diameter | Metre | 500 | 319.75 | 1,59,875 |
| 9 | 110 mm | Each | 50 | 119.95 | 5,997.5 |
| 10 | 110 mm bend | Each | 100 | 132 | 13,200 |
| 11 | 110 mm Shoe | Each | 100 | 115.95 | 11,595 |
| 12 | 110 mm | Each | 200 | 309.5 | 61,900 |
| 13 | Providing and applying two coats of High Albedo paint having minimum Solar Reflective Index (SRI) 108 (with solar reflectance & thermal emittance tested as per ASTM) C 1549 and ASTM C 1371 respectively), VOC less than 10 cc/gm. The coating thickness and the methodology of application shall strictly as per manufacturer's specifications and as approved by Engineer-in- Charge. Surface preparation includes cleaning with metal wire brush to remove all dust, fungus etc., washing with water all complete. The contractor shall give guarantee for the perfomance of SRI and also the durabitity of coating, all complete as per direction of Engineer-in-Charge | Sqm | 900 | 309.55 | 2,78,595 |
| 14 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. | Each | 6 | 299.35 | 1,796.1 |
| 15 | Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. | Each | 4 | 13,036.55 | 52,146.2 |
| 16 | Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge. | Each | 18 | 7,004.45 | 1,26,080.1 |
| 17 | Providing and fixing floor mounted, white vitreous china single piece, double traps syphonic water closet of approved brand/make, shape, size and pattern including integrated white vitreous china cistern of capacity 10 litres with dual flushing system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts and gasket etc including making connection with the existing P/S trap, complete in all respect as per directions of Engineer-in- Charge. | Each | 6 | 16,100.4 | 96,602.4 |
| 18 | 15 mm nominal dia Pipes | Metre | 200 | 255.9 | 51,180 |
| 19 | 25 mm nominal dia Pipes | Metre | 200 | 408.55 | 81,710 |
| 20 | 15 mm dia nominal bore | Metre | 100 | 304.15 | 30,415 |
| 21 | 15 mm dia nominal bore | Metre | 100 | 485.2 | 48,520 |
| 22 | 50 mm dia nominal bore | Metre | 596.5 | 654.2 | 3,90,230.3 |
| 23 | 80 mm dia nominal bore | Metre | 200 | 919.1 | 1,83,820 |
| 24 | 50 to 80 mm nominal bore | Each | 40 | 1,513.7 | 60,548 |
| 25 | Fixing water meter and stop cock in G.I. pipe line including cutting and threading the pipe and making long screws etc. complete (cost of water meter and stop cock to be paid separately). | Each | 200 | 670.15 | 1,34,030 |
| 26 | 15 mm nominal bore | Each | 100 | 85.2 | 8,520 |
| 27 | 100 mm diameter pipe | Each | 10 | 410.25 | 4,102.5 |
| 28 | 150 mm diameter pipe | Each | 10 | 615.75 | 6,157.5 |
| 29 | 200 mm diameter pipe | Each | 10 | 818.35 | 8,183.5 |
| 30 | 80 mm diameter pipe | Each | 20 | 182.85 | 3,657 |
| 31 | 100 mm diameter pipe | Each | 20 | 284.75 | 5,695 |
| 32 | 150 mm diameter pipe | Each | 70 | 343.55 | 24,048.5 |
| 33 | 200 mm diameter pipe | Each | 4 | 377 | 1,508 |
| 34 | 15 mm nominal bore | Each | 40 | 682.9 | 27,316 |
| 35 | 25 mm nominal bore | Each | 40 | 789.95 | 31,598 |
| 36 | 50 mm nominal bore | Each | 4 | 1,280.3 | 5,121.2 |
| 37 | 15 mm nominal bore | Each | 20 | 594.75 | 11,895 |
| 38 | 15mm nominal bore | Each | 40 | 500.35 | 20,014 |
| 39 | Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. | Each | 20 | 61.7 | 1,234 |
| 40 | 15 mm nominal bore, 98 mm long, weighing not less than 75 gms | Each | 100 | 96.45 | 9,645 |
| 41 | 80 mm dia nominal bore | Each | 10 | 3,266.1 | 32,661 |
| 42 | 100 mm dia nominal bore | Each | 10 | 4,995.9 | 49,959 |
| 43 | 150 mm dia nominal bore | Each | 10 | 7,357.35 | 73,573.5 |
| 44 | 200 mm dia nominal bore | Each | 2 | 8,080.15 | 16,160.3 |
| 45 | 80 mm dia | Each | 10 | 4,135.75 | 41,357.5 |
| 46 | 100 mm dia | Each | 10 | 6,637.55 | 66,375.5 |
| 47 | 150 mm dia | Each | 10 | 8,394.25 | 83,942.5 |
| 48 | 200 mm dia | Each | 2 | 11,712.65 | 23,425.3 |
| 49 | Up to 300 mm dia | Quintal | 4 | 7,509.4 | 30,037.6 |
| 50 | 150 mm dia Ductile Iron Double Flanged | Metre | 100 | 2,312.9 | 2,31,290 |
| 51 | 80 mm diameter C.I. pipe | Each Cut | 10 | 119.9 | 1,199 |
| 52 | 100 mm diameter C.I. pipe | Each Cut | 10 | 160.7 | 1,607 |
| 53 | 150 mm diameter C.I. pipe | Each Cut | 10 | 301.9 | 3,019 |
| 54 | 200 mm diameter C.I. pipe | Each Cut | 4 | 402.65 | 1,610.6 |
| 55 | 15 mm nominal bore | Each | 18 | 8,050.5 | 1,44,909 |
| 56 | 150 mm dia. R.C.C. pipe | Metre | 500 | 493.1 | 2,46,550 |
| 57 | 300 mm dia | Metre | 1200 | 592.05 | 7,10,460 |
| 58 | 200 mm nominal size dia | Metre | 1000 | 951.95 | 9,51,950 |
| 59 | 200 mm nominal size dia | Metre | 400 | 1,099.25 | 4,39,700 |
| 60 | 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 | 30 | 1,302.3 | 39,069 |
| 61 | 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 | 30 | 1,309 | 39,270 |
| 62 | 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 | 30 | 1,309 | 39,270 |
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details.html
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nit.pdf
NIT
NIT-25-UMB-26-27.pdf
ATTACHMENT
AdcanceCorrectionslips1234567891011andMasterPolicyforDisputeRedressal.pdf slips of GCC
ATTACHMENT
AdvanceCorrectionSlipofGCC-2022PartII.pdf
ATTACHMENT
SafetyInstructionatWorksSite.pdf
ATTACHMENT
GeneralConditionsforcivilworks.pdf
ATTACHMENT
SpecialConditionforOT-166.pdf
ATTACHMENT
TNN-25I-WorksDSR-UMB-2026-27_1.pdf
ATTACHMENT
AdcanceCorrectionslips1234567891011andMasterPolicyforDisputeRedressal.pdf
ATTACHMENT
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