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Tender Value
₹3.4 Cr
EMD Value
₹3.2 L
Closing Date
27 Mar 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 : Construction of Building/quarters.
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.
Interlocking of manned non-interlocked L-Xing gates having TVU more than 20000 over Ambala division. (18 no. under ADEN/BTI & PTA)
OT-314-UMB-2025-26
OT-314-UMB-2025-26
Open
Works - General
10 Months
Ambala, Haryana
₹0
₹3.2 L
27 Mar 2026
3 Mar 2026
13 Mar 2026
68 items across 1 schedule · ₹3,84,12,942.7 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 863 | 205.45 | 1,77,303.35 |
| 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 | 656 | 253.95 | 1,66,591.2 |
| 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 | 1344 | 368.65 | 4,95,465.6 |
| 4 | 1:5:10 (1 cement : 5 fine sand derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 340 | 5,660.45 | 19,24,553 |
| 5 | 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 | 23 | 9,793.75 | 2,25,256.25 |
| 6 | cum | 256 | 10,719.3 | 27,44,140.8 | |
| 7 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 1186 | 766.55 | 9,09,128.3 |
| 8 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 1040 | 608.35 | 6,32,684 |
| 9 | 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 | 9.4 | 9,673.5 | 90,930.9 |
| 10 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 24425 | 89.65 | 21,89,701.25 |
| 11 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 860 | 6,658.25 | 57,26,095 |
| 12 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 1174 | 8,512.1 | 99,93,205.4 |
| 13 | 35 mm thick shutters | Sqm | 123 | 2,511.95 | 3,08,969.85 |
| 14 | With 12 mm mild steel U beading | Sqm | 146 | 812.4 | 1,18,610.4 |
| 15 | 75x47x1.70 mm | Each | 219 | 32.75 | 7,172.25 |
| 16 | 150x10 mm | Each | 229 | 53.05 | 12,148.45 |
| 17 | 125 mm | Each | 151 | 35.2 | 5,315.2 |
| 18 | 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 | 10838 | 111.95 | 12,13,314.1 |
| 19 | Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. | Each | 24 | 185.2 | 4,444.8 |
| 20 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 570 | 545 | 3,10,650 |
| 21 | 40 mm wide and 4 mm thick | Metre | 278 | 79.5 | 22,101 |
| 22 | Acid and alkali resistant tile | Sqm | 421 | 1,515.45 | 6,38,004.45 |
| 23 | Acid and alkali resistant tile | Sqm | 294 | 1,637.7 | 4,81,483.8 |
| 24 | Size of Tile 600 x 600 mm | Sqm | 688 | 1,286.6 | 8,85,180.8 |
| 25 | With residual type petroleum bitumen of grade VG -10 | Sqm | 1006 | 133.15 | 1,33,948.9 |
| 26 | With common burnt clay F.P.S.(non modular) brick tile of class designation 10 | Sqm | 1006 | 905.8 | 9,11,234.8 |
| 27 | In 75x75 mm deep chase | Metre | 656 | 260.2 | 1,70,691.2 |
| 28 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. | Each | 59 | 266.6 | 15,729.4 |
| 29 | 110 mm diameter | Metre | 151 | 319.75 | 48,282.25 |
| 30 | 110 mm | Each | 35 | 110.6 | 3,871 |
| 31 | 110 mm bend | Each | 59 | 132 | 7,788 |
| 32 | 110 mm | Each | 125 | 309.5 | 38,687.5 |
| 33 | 1:4 (1 cement: 4 fine sand) | Sqm | 2775 | 294.85 | 8,18,208.75 |
| 34 | 1:4 (1 cement: 4 fine sand) | Sqm | 3688 | 339.7 | 12,52,813.6 |
| 35 | Flush/ Ruled/ Struck or weathered pointing | Sqm | 538 | 292.05 | 1,57,122.9 |
| 36 | Two or more coats on new work | Sqm | 3929 | 92.75 | 3,64,414.75 |
| 37 | 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 | 3558 | 158.95 | 5,65,544.1 |
| 38 | With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) | Sqm | 228 | 61.45 | 14,010.6 |
| 39 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works | Sqm | 538 | 55.5 | 29,859 |
| 40 | Two or more coats on new work | Sqm | 570 | 131.45 | 74,926.5 |
| 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 | 2613 | 123.85 | 3,23,620.05 |
| 42 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 20 | 2,007.1 | 40,142 |
| 43 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in- charge, beyond 50 m initial lead, for all leads including all lifts involved. | cum | 219 | 219.35 | 48,037.65 |
| 44 | 53 mm to 22.4 mm size stone aggregate | cum | 120 | 1,837.25 | 2,20,470 |
| 45 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . | cum | 120 | 865.8 | 1,03,896 |
| 46 | Scarifying metalled (water-bound) road surface including disposal of rubbish, lead upto 50 m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity. | Sqm | 600 | 27.55 | 16,530 |
| 47 | On W.B.M. @ 0.75 Kg / sqm | Sqm | 3200 | 45.2 | 1,44,640 |
| 48 | With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt | Sqm | 3200 | 427.75 | 13,68,800 |
| 49 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). | cum | 20 | 8,613.55 | 1,72,271 |
| 50 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | Sqm | 625 | 108.65 | 67,906.25 |
| 51 | Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in- charge. (Old CC paver blocks shall be supplied by the department free of cost). | Sqm | 483 | 362.3 | 1,74,990.9 |
| 52 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 1350 | 1,011.2 | 13,65,120 |
| 53 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 1 | 5,781.35 | 5,781.35 |
| 54 | Providing and fixing wash basin with C.I. brackets, 15 mm PTMT pillar cock, 32 mm PTMT waste coupling of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required. White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm PTMT pillar cock. | Each | 3 | 1,404 | 4,212 |
| 55 | Size 600x450x200 mm | Each | 18 | 5,610.85 | 1,00,995.3 |
| 56 | 32 mm dia | Each | 4 | 90.95 | 363.8 |
| 57 | 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 | 4 | 1,411.15 | 5,644.6 |
| 58 | 15 mm nominal dia Pipes | Metre | 113 | 255.9 | 28,916.7 |
| 59 | 15 mm nominal dia Pipes | Metre | 30 | 441.15 | 13,234.5 |
| 60 | 15 mm nominal dia Pipes | Metre | 50 | 221.35 | 11,067.5 |
| 61 | 25 mm nominal dia Pipes | Metre | 60 | 370.65 | 22,239 |
| 62 | 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 | 1500 | 9.7 | 14,550 |
| 63 | 15mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 8 | 109.85 | 878.8 |
| 64 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 6 | 103.15 | 618.9 |
| 65 | 300 mm dia | Metre | 180 | 592.05 | 1,06,569 |
| 66 | 300 mm dia | Metre | 40 | 690.7 | 27,628 |
| 67 | 150 mm nominal size dia | Metre | 160 | 668.5 | 1,06,960 |
| 68 | 150 mm nominal size dia | Metre | 40 | 681.9 | 27,276 |
| Schedule total | ₹3,84,12,942.7 | ||||
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AdcanceCorrectionslips12345678910ACS10clarification.pdf Advance Correction Slips of GCC
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SafetyInstructionatWorksSite.pdf
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GeneralConditionsforcivilworks.pdf
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