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Tender Value
₹3.9 Cr
EMD Value
₹7.7 L
Closing Date
1 Sept 2026, 3:00 pm
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
ENGG. GS
14 conditions · 3 needing a document upload
The tenderer must have minimum average annual contractual turnover of 1.5 V/N crores; 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-VIB, 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 railway board letter No. 2022/CE-1/CT/GCC-2022/Policy, dated 14.07.2022, advanced correction slip no. 1)
"Tenders costing more than 50 lakh: As per proof of experience/competency, the tenderer must have successfully completed or substantially completed any one of the following categories of work(s) 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 costing not less than the amount equal to 60% of advertised value of the tender.
SIMILAR NATURE OF WORK:- "Any civil work work other than track work."
17 conditions · 6 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 document (Annexure-VII-A)
An undertaking by all partners of the partnership firm/LLP/JV that they are not blacklisted or debarred by Railways or any other Ministry/Department of the Govt. of India from participation in tenders/contracts as on the date of submission of bids, either in their individual capacity or in any firm/LLP or JV in which they were/are partners/members. Any concealment/wrong information in regard to above shall make the bid ineligible or the contract shall be determined under Clause 62 (1) & (2) of the Standard General Conditions of Contract (GCC) .
In case, submission of Bid Security in the form of Bank Guarantee, the following shall be ensured: (i) (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 60 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.
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-entering. (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 07.4.2015.
Tenders 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.
Tenderers are advised to update continue Sramik Kalkyan Portal of tender website a n d make workers wage/salary payment through workers bank account to ensure making payment.
The tenderers shall upload scanned copies of financial instruments such as Bid Security, mandatory credentials such as experience, completion certificate, turn over certificates and any other documents such as partnership deed, power of attorney, affidavit, PAN, TIN, GST as applicable.
Contractors will have to upload details of their LOAs, engaged workman wage payment details, PF & ESI details, bonus details etc. on website www.shramikkalyan.indianrailways.gov.in on monthly basis. (Railway Board letter No. 2018/CE-I/CT-4 dated 17.10.2028).
Raising of Passenger PF-1 & PF- 2/3 along with PF shelter at Sirhind Railway Station over Ambala Division.
02-GS-ENGG-UMB-2026-27~NR
02-GS-ENGG-UMB-2026-27
Open
Works - General
6 Months
Ambala, Haryana
₹0
₹7.7 L
11 Aug 2026
11 Aug 2026
18 Aug 2026
44 items across 1 schedule · ₹3,84,37,664.5 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Beyond 10 km upto 20 km per km | cum- km | 48000 | 15.78 | 7,57,440 |
| 2 | All kinds of soil | cum | 100 | 205.45 | 20,545 |
| 3 | Pipes, cables etc, not exceeding 80 mm dia. | Metre | 400 | 255.55 | 1,02,220 |
| 4 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | Metre | 600 | 417.35 | 2,50,410 |
| 5 | 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 | 60 | 253.95 | 15,237 |
| 6 | 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 | 2400 | 368.65 | 8,84,760 |
| 7 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 80 | 6,833.4 | 5,46,672 |
| 8 | 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 | 950 | 6,326.05 | 60,09,747.5 |
| 9 | Foundations, footings, bases for columns | Sqm | 300 | 307.95 | 92,385 |
| 10 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 200 | 307.95 | 61,590 |
| 11 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 55000 | 89.65 | 49,30,750 |
| 12 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 50 | 10,306.2 | 5,15,310 |
| 13 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 80 | 8,512.1 | 6,80,968 |
| 14 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 6000 | 93.05 | 5,58,300 |
| 15 | 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 | 10000 | 111.95 | 11,19,500 |
| 16 | Electric resistance or induction butt welded tubes | Kg | 3000 | 140.85 | 4,22,550 |
| 17 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 500 | 88.5 | 44,250 |
| 18 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 12000 | 142.3 | 17,07,600 |
| 19 | 25 mm thick | Sqm | 2600 | 1,706.6 | 44,37,160 |
| 20 | Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red | Sqm | 800 | 2,677.9 | 21,42,320 |
| 21 | 110 mm diameter | Metre | 500 | 319.75 | 1,59,875 |
| 22 | 110 mm | Each | 50 | 119.95 | 5,997.5 |
| 23 | 110x110x110 mm | Each | 50 | 190.75 | 9,537.5 |
| 24 | 110 mm bend | Each | 50 | 132 | 6,600 |
| 25 | 110 mm Shoe | Each | 50 | 115.95 | 5,797.5 |
| 26 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | Sqm | 800 | 671.55 | 5,37,240 |
| 27 | Ridges plain (500 - 600mm) | Metre | 80 | 450.6 | 36,048 |
| 28 | Gutter (600 mm over all girth) | Metre | 80 | 1,110.6 | 88,848 |
| 29 | 1:4 (1 cement: 4 fine sand) | Sqm | 60 | 294.85 | 17,691 |
| 30 | Raised and cut pointing | Sqm | 1600 | 580.25 | 9,28,400 |
| 31 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 1700 | 97.6 | 1,65,920 |
| 32 | One or more coats on old work | Sqm | 1500 | 86.55 | 1,29,825 |
| 33 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 30 | 2,007.1 | 60,213 |
| 34 | In cement mortar | cum | 30 | 1,698.45 | 50,953.5 |
| 35 | 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 | 2800 | 4.65 | 13,020 |
| 36 | G.S. Sheet | Sqm | 200 | 136 | 27,200 |
| 37 | Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars. | cum | 60 | 2,328.55 | 1,39,713 |
| 38 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer- in-charge. (The panel shuttering work shall be paid for separately).(Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). | cum | 800 | 8,277.55 | 66,22,040 |
| 39 | Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. | Sqm | 450 | 1,719 | 7,73,550 |
| 40 | PN - 16 Pipe, 25 mm OD (SDR-7.4) | Metre | 300 | 268.2 | 80,460 |
| 41 | PN - 10 Pipe, 75 mm OD (SDR-11) | Metre | 300 | 879.45 | 2,63,835 |
| 42 | 80 mm nominal dia Pipes | Metre | 800 | 1,990.4 | 15,92,320 |
| 43 | 300 mm dia. R.C.C. pipe | Metre | 800 | 902.05 | 7,21,640 |
| 44 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 60 | 11,687.1 | 7,01,226 |
| Schedule total | ₹3,84,37,664.5 | ||||
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details.html
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nit.pdf
NIT
GCC 2022
ATTACHMENT
SafetyInstructionatWorksSite_1.pdf
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SpecialconditionsSIR_2.pdf
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ApprovedBrandMakeList.pdf
ATTACHMENT
correctionslipupto11ofGCC2022_11zon.pdf ACS 1 to 11 of GCC 2022
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ModifiedtenderdocumentSIR_1.pdf
ATTACHMENT
GCC_April-2022_2022_CE-I_CT_GCC-2022_POLICY_27_04_22_2.pdf
ATTACHMENT
correctionslipupto11ofGCC2022_11zon.pdf
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