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Tender Value
₹1.8 Cr
EMD Value
₹3.6 L
Closing Date
11 Apr 2026, 11:30 amClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
CIVIL
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-VIB, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet. (Refer details in tender document).
Definition of Similar Nature of Work:- Execution of Civil Engineering works comprising fabrication and erection of steel structural works (Other than P.Way works, horticulture works, road works, sanitation works, ballast supply and earthwork)
16 conditions · 3 needing a document upload
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.
Quoted Rates shall be inclusive of all statutory taxes like GST, building cess, any allowance, license fee, royalty charges etc. as legally leviable by State, Central Government and/or any other local body/authority.
The tenderer(s) should deposit payment of EPF/ESI with the authority concerned for the preceding month of the wages month irrespective of number of workers and upload on the IR Shramik Kalyan Portal.
To assist in the examination, evaluation & comparison and prequalification of the Tender, the Railway may, at its discretion, ask any Bidder for a clarification of its Bid. Any clarification submitted by a Bidder that is not in response to a request by the Railway shall not be entertained or considered. The Railway request for clarification and the response of the bidder in this regard shall be in writing. However, if a Bidder does not provide clarification of its bid by the date and time communicated in the Railway request for clarification, the bid shall be evaluated as per the documents submitted along with the bid.
Tenderer should comply with the provision of EPF&ESI Scheme as modified from time to time and should registered themselves with concerned authority or submit registration issued by authority concerned within 30 days from the date of issue of (LOA), otherwise no payment will be released.
(i) Covering of the enclosure between paint shop and ECS ward (20m x 35m) in W- shop area PLW/PTA 2025-26 (ii)Covering of open enclosure (50m x 45m) Ward-55 near weigh bridge by providing M.S truss & colour coated sheeting in W-shop area PLW PTA 2025-26
T-33-2025-26~PLW
T-33-2025-26
Open
Works - General
8 Months
Patiala, Punjab
₹0
₹3.6 L
11 Apr 2026
20 Mar 2026
28 Mar 2026
25 items across 1 schedule · ₹1,72,58,152.3 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil. | cum 435 | — | 286.85 | 1,24,779.75 |
| 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 148.33 | — | 253.95 | 37,668.4 |
| 3 | All kinds of soil | cum 10 | — | 104.5 | 1,045 |
| 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 66 | — | 6,326.05 | 4,17,519.3 |
| 5 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources). | Sqm 80 | — | 452.25 | 36,180 |
| 6 | 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 336 of cement of 50kg | — | 57.15 | 19,202.4 |
| 7 | 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 80 | — | 113.85 | 9,108 |
| 8 | 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 120 | — | 8,364.2 | 10,03,704 |
| 9 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm 565 | — | 307.95 | 1,73,991.75 |
| 10 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg 6000 | — | 89.65 | 5,37,900 |
| 11 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum 90 | — | 6,658.25 | 5,99,242.5 |
| 12 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum 90 | — | 8,288.35 | 7,45,951.5 |
| 13 | 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 13500 | — | 93.05 | 12,56,175 |
| 14 | 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 63000 | — | 111.95 | 70,52,850 |
| 15 | Electric resistance or induction butt welded tubes | Kg 5500 | — | 140.85 | 7,74,675 |
| 16 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg 6100 | — | 88.5 | 5,39,850 |
| 17 | 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 4500 | — | 671.55 | 30,21,975 |
| 18 | Ridges plain (500 - 600mm) | Metre 95 | — | 450.6 | 42,807 |
| 19 | 1:6 (1 cement: 6 fine sand) | Sqm 1000 | — | 282 | 2,82,000 |
| 20 | New work (three or more coats) | Sqm 1000 | — | 32.45 | 32,450 |
| 21 | Two or more coats on new work | Sqm 1800 | — | 131.45 | 2,36,610 |
| 22 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum 10 | — | 2,007.1 | 20,071 |
| 23 | Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) | cum 63 | — | 1,239.6 | 78,094.8 |
| 24 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | cum 63 | — | 2,928.1 | 1,84,470.3 |
| 25 | 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 136 | — | 219.35 | 29,831.6 |
| Schedule total | ₹1,72,58,152.3 | ||||
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