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Tender Value
₹93.9 L
EMD Value
₹1.9 L
Closing Date
4 May 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 Arrangements in staff quarters at Kalka & Gumman Railway colonies.
OT-09-UMB-2026-27
OT-09-UMB-2026-27
Open
Works - General
12 Months
Ambala, Haryana
₹0
₹1.9 L
4 May 2026
10 Apr 2026
20 Apr 2026
85 items across 1 schedule · ₹1,06,20,138.45 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 2km | cum | 100 | 163.18 | 16,318 |
| 2 | 2km | cum | 1200 | 203.98 | 2,44,776 |
| 3 | 5km | Tonne | 40 | 193.03 | 7,721.2 |
| 4 | All kinds of soil | cum | 100 | 205.45 | 20,545 |
| 5 | Ordinary rock | cum | 400 | 412.95 | 1,65,180 |
| 6 | Pipes, cables etc, not exceeding 80 mm dia. | Metre | 600 | 255.55 | 1,53,330 |
| 7 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | Metre | 250 | 417.35 | 1,04,337.5 |
| 8 | 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 | 150 | 253.95 | 38,092.5 |
| 9 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 10 | 2,161.2 | 21,612 |
| 10 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | Sqm | 5000 | 14.5 | 72,500 |
| 11 | 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 | 80 | 7,783.65 | 6,22,692 |
| 12 | 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 | 100 | 6,326.05 | 6,32,605 |
| 13 | Foundations, footings, bases for columns | Sqm | 50 | 307.95 | 15,397.5 |
| 14 | 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 | 10 | 8,364.2 | 83,642 |
| 15 | 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 | 10 | 10,185.05 | 1,01,850.5 |
| 16 | cum | 10 | 10,719.3 | 1,07,193 | |
| 17 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 40 | 307.95 | 12,318 |
| 18 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 20 | 669.55 | 13,391 |
| 19 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 60 | 766.55 | 45,993 |
| 20 | Under 20 cm wide | Metre | 50 | 181.9 | 9,095 |
| 21 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 3500 | 89.65 | 3,13,775 |
| 22 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 40 | 6,882 | 2,75,280 |
| 23 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 80 | 8,512.1 | 6,80,968 |
| 24 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 16 | 6,653.45 | 1,06,455.2 |
| 25 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 20 | 8,275.7 | 1,65,514 |
| 26 | 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 | 50 | 1,063.45 | 53,172.5 |
| 27 | 4 mm thick glass pane (weight not less than 10kg/sqm). | Sqm | 30 | 1,897.1 | 56,913 |
| 28 | With 12 mm mild steel U beading | Sqm | 30 | 812.4 | 24,372 |
| 29 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 1200 | 111.95 | 1,34,340 |
| 30 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 1000 | 142.3 | 1,42,300 |
| 31 | Size of Tile 600x600 mm | Sqm | 60 | 1,416.65 | 84,999 |
| 32 | 110 mm diameter | Metre | 60 | 319.75 | 19,185 |
| 33 | 110 mm | Each | 5 | 119.95 | 599.75 |
| 34 | 110 mm bend | Each | 10 | 132 | 1,320 |
| 35 | 110 mm Shoe | Each | 10 | 115.95 | 1,159.5 |
| 36 | 110 mm | Each | 21 | 309.5 | 6,499.5 |
| 37 | 1:4 (1 cement: 4 fine sand) | Sqm | 800 | 294.85 | 2,35,880 |
| 38 | New work (two or more coats) over and including water thinnable priming coat with cement primer | Sqm | 200 | 162.55 | 32,510 |
| 39 | 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 | 1800 | 158.95 | 2,86,110 |
| 40 | Lettering with black Japan paint of approved brand and manufacture | per letter per cm height | 10000 | 5.05 | 50,500 |
| 41 | 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 | 1200 | 123.85 | 1,48,620 |
| 42 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete | Sqm | 500 | 16.35 | 8,175 |
| 43 | Old work (one or more coats) | Sqm | 300 | 56.8 | 17,040 |
| 44 | Old work (one or more coats) | Sqm | 400 | 77.2 | 30,880 |
| 45 | One or more coats on old work | Sqm | 500 | 86.55 | 43,275 |
| 46 | Old work (one or more coats applied @ 2.20 kg/10 sqm) over priming coat of primer applied @ 0.80 litrs/10 sqm complete including cost of Priming coat. | Sqm | 2000 | 94.15 | 1,88,300 |
| 47 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 100 | 2,007.1 | 2,00,710 |
| 48 | In cement mortar | cum | 30 | 1,698.45 | 50,953.5 |
| 49 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. | Kg | 39983 | 4.65 | 1,85,920.95 |
| 50 | 15 mm to 40 mm nominal bore | Metre | 400 | 124.1 | 49,640 |
| 51 | Above 40 mm nominal bore | Metre | 2500 | 134.25 | 3,35,625 |
| 52 | Up to 150 mm diameter | Each | 15 | 264.65 | 3,969.75 |
| 53 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 300 | 1,011.2 | 3,03,360 |
| 54 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 2 | 5,781.35 | 11,562.7 |
| 55 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps | Each | 2 | 2,040.85 | 4,081.7 |
| 56 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 2 | 1,500.05 | 3,000.1 |
| 57 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. | Each | 2 | 1,382.3 | 2,764.6 |
| 58 | 32 mm dia | Each | 4 | 104.35 | 417.4 |
| 59 | Providing and fixing 600x450 mm beveled 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 | 1,411.15 | 2,822.3 |
| 60 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. | Each | 2 | 146.3 | 292.6 |
| 61 | 15 mm dia nominal bore | Metre | 60 | 304.15 | 18,249 |
| 62 | 15 mm dia nominal bore | Metre | 120 | 267.5 | 32,100 |
| 63 | 25 mm dia nominal bore | Metre | 300 | 417.95 | 1,25,385 |
| 64 | 50 mm dia nominal bore | Metre | 250 | 654.2 | 1,63,550 |
| 65 | 80 mm dia nominal bore | Metre | 80 | 919.1 | 73,528 |
| 66 | Laying in position centrifugally cast (spun) iron S&S or flanged pipes (excluding cost of pipe). | Quintal | 10 | 298.5 | 2,985 |
| 67 | Laying in position S&S or flanged C.I. special such as tees, bends, collars, tapers and caps etc.(excluding cost of specials). | Quintal | 10 | 546 | 5,460 |
| 68 | Up to 300 mm dia | Quintal | 10 | 5,649.65 | 56,496.5 |
| 69 | 125 mm dia pipe | Metre | 60 | 1,511 | 90,660 |
| 70 | 150 mm dia pipe | Metre | 60 | 1,824.7 | 1,09,482 |
| 71 | 125 mm diameter pipe | Each | 10 | 609.45 | 6,094.5 |
| 72 | 150 mm diameter pipe | Each | 9 | 615.75 | 5,541.75 |
| 73 | Supplying pig lead at site of work. | Quintal | 3 | 28,116.2 | 84,348.6 |
| 74 | Class II | Each | 6 | 4,500.25 | 27,001.5 |
| 75 | Class II | Each | 6 | 5,408.35 | 32,450.1 |
| 76 | Class II | Each | 5 | 6,661.8 | 33,309 |
| 77 | 15 mm nominal bore | Each | 17 | 262.3 | 4,459.1 |
| 78 | 25 mm nominal bore | Each | 17 | 369.35 | 6,278.95 |
| 79 | 50 mm nominal bore | Each | 16 | 706.7 | 11,307.2 |
| 80 | 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 | 30000 | 9.7 | 2,91,000 |
| 81 | 100 mm dia Ductile Iron Double Flanged | Metre | 1450 | 1,541.6 | 22,35,320 |
| 82 | 150 mm dia Ductile Iron Double Flanged | Metre | 90 | 2,312.9 | 2,08,161 |
| 83 | 250 mm diameter | Metre | 50 | 1,293.9 | 64,695 |
| 84 | 250 mm diameter S.W. pipe | Metre | 50 | 1,476.35 | 73,817.5 |
| 85 | With average thickness of 120 mm and minimum thickness at khurra as 65 mm. | Sqm | 70 | 1,522.95 | 1,06,606.5 |
| Schedule total | ₹1,06,20,138.45 | ||||
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TNN-02D-WorksDSR-UMB-2026-27.pdf
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AdcanceCorrectionslips1234567891011.pdf
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SafetyInstructionatWorksSite.pdf
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GeneralConditionsforcivilworks.pdf
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SpecialconditionOT-09.pdf
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