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Tender Value
₹3.2 Cr
EMD Value
₹6.4 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 of water supply arrangement in staff quarters at old railway colony Ambala Cantt & Kesri Railway Colony.
OT-10-UMB-2026-27
OT-10-UMB-2026-27
Open
Works - General
12 Months
Ambala, Haryana
₹0
₹6.4 L
4 May 2026
10 Apr 2026
20 Apr 2026
62 items across 2 schedules · ₹3,34,83,427.58 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil. | cum | 40 | 286.85 | 11,474 |
| 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 | 40 | 253.95 | 10,158 |
| 3 | 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 | 20 | 7,365.15 | 1,47,303 |
| 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 | 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources: 10 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 20 | 6,050.65 | 1,21,013 |
| 6 | 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources: 3 graded stone aggregate 20mm nominal size derived from natural sources) | cum | 3 | 9,277.75 | 27,833.25 |
| 7 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 12.5mm nominal size derived from natural sources) | Sqm | 30 | 370.85 | 11,125.5 |
| 8 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. | Per bag of cement of 50kg | 20 | 57.15 | 1,143 |
| 9 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. | Sqm | 20 | 113.85 | 2,277 |
| 10 | 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 | 16 | 8,364.2 | 1,33,827.2 |
| 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 | 30 | 10,185.05 | 3,05,551.5 |
| 12 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 70 | 766.55 | 53,658.5 |
| 13 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 120 | 608.35 | 73,002 |
| 14 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 200 | 804.25 | 1,60,850 |
| 15 | Under 20 cm wide | Metre | 60 | 181.9 | 10,914 |
| 16 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 3680 | 89.65 | 3,29,912 |
| 17 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. | Metre | 60 | 64.7 | 3,882 |
| 18 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 350 | 6,882 | 24,08,700 |
| 19 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 40 | 6,658.25 | 2,66,330 |
| 20 | 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 | 5700 | 1,063.45 | 60,61,665 |
| 21 | 30 mm thick shutters | Sqm | 50 | 2,333.5 | 1,16,675 |
| 22 | Kiln seasoned and chemically treated hollock wood | Sqm | 80 | 2,039.8 | 1,63,184 |
| 23 | 4 mm thick glass pane (weight not less than 10kg/sqm). | Sqm | 20 | 1,897.1 | 37,942 |
| 24 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 25 | 2,818.5 | 70,462.5 |
| 25 | Kiln seasoned and chemically treated hollock wood | Sqm | 50 | 3,140.15 | 1,57,007.5 |
| 26 | With 2nd class teak wood beading 62X19 mm | Sqm | 600 | 1,164.9 | 6,98,940 |
| 27 | 150x10 mm | Each | 240 | 75.55 | 18,132 |
| 28 | 100 mm | Each | 240 | 53.25 | 12,780 |
| 29 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with awall thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer's specification and direction of Engineer- in-Charge. | Metre | 500 | 408.25 | 2,04,125 |
| 30 | 30 mm thick plain PVC door shutters | Sqm | 180 | 2,455.1 | 4,41,918 |
| 31 | 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 | 450 | 111.95 | 50,377.5 |
| 32 | 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 | 700 | 935.6 | 6,54,920 |
| 33 | Size of Tile 600 x 600 mm | Sqm | 1362 | 1,359.2 | 18,51,230.4 |
| 34 | 110 mm diameter | Metre | 200 | 319.75 | 63,950 |
| 35 | 110 mm | Each | 40 | 119.95 | 4,798 |
| 36 | 110x110x110 mm | Each | 20 | 190.75 | 3,815 |
| 37 | 110 mm bend | Each | 80 | 132 | 10,560 |
| 38 | 110 mm | Each | 200 | 309.5 | 61,900 |
| 39 | 1:4 (1 cement: 4 coarse sand) | Sqm | 18000 | 307.25 | 55,30,500 |
| 40 | 1:6 (1 cement: 6 coarse sand) | Sqm | 350 | 294.35 | 1,03,022.5 |
| 41 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 2000 | 214.3 | 4,28,600 |
| 42 | Two or more coats on new work | Sqm 8593.72 | — | 92.75 | 7,97,067.53 |
| 43 | 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 | 10000 | 45.05 | 4,50,500 |
| 44 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 400 | 5,781.35 | 23,12,540 |
| 45 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 200 | 2,275 | 4,55,000 |
| 46 | 32 mm dia | Each | 400 | 104.35 | 41,740 |
| 47 | Rectangular shape 453x357 mm | Each | 200 | 1,158.95 | 2,31,790 |
| 48 | 25 mm nominal dia Pipes | Metre | 5000 | 408.55 | 20,42,750 |
| 49 | 25 mm nominal dia Pipes | Metre | 6500 | 626.05 | 40,69,325 |
| 50 | 15 mm nominal bore | Each | 200 | 85.2 | 17,040 |
| 51 | 100 mm diameter pipe | Each | 120 | 284.75 | 34,170 |
| 52 | Class II | Each | 2 | 4,500.25 | 9,000.5 |
| 53 | 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 | 15000 | 9.7 | 1,45,500 |
| 54 | 15 mm nominal bore | Each | 1200 | 434.2 | 5,21,040 |
| 55 | 15 mm nominal bore | Each | 600 | 594.75 | 3,56,850 |
| 56 | 15mm nominal bore | Each | 600 | 500.35 | 3,00,210 |
| 57 | Up to 600 mm dia | Quintal | 2 | 18,025.6 | 36,051.2 |
| 58 | 100 mm dia Ductile Iron Double Flanged | Metre | 250 | 1,541.6 | 3,85,400 |
| 59 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. | cum | 100 | 1,479.25 | 1,47,925 |
| 60 | Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. | Hour | 100 | 916.8 | 91,680 |
| Schedule total | ₹3,33,97,558.58 | ||||
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NIT-02-UMB-26-27.pdf
ATTACHMENT
TNN-02E-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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