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Tender Value
₹78.0 L
EMD Value
₹1.6 L
Closing Date
24 Jan 2026, 11:30 amClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Revenue
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:- ("Any Civil work other than EOT Track, Horticulture, Sanitation & P.way work").
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.
Replacement of Damaged Sewer Line (First Phase) in Type-V and Type-IV Spl quarters of Colony-I & quarters of Col-II area PLW Patiala for the year 2025-26.
T-23-2025-26~PLW
T-23-2025-26
Open
Works - General
8 Months
Patiala, Punjab
₹0
₹1.6 L
24 Jan 2026
2 Jan 2026
10 Jan 2026
29 items across 1 schedule · ₹75,02,838.3 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil. | cum | 120 | 286.85 | 34,422 |
| 2 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | Metre | 2650 | 417.35 | 11,05,977.5 |
| 3 | Extra for excavating trenches for pipes, cables etc. in all kinds of soil for depth exceeding 1.5 m, but not exceeding 3 m. (Rate is over corresponding basic item for depth upto 1.5 metre). | Metre | 150 | 127 | 19,050 |
| 4 | Depth not exceeding 1.5 m | Sqm | 50 | 132.9 | 6,645 |
| 5 | Depth exceeding 1.5 m but not exceeding 3 m | Sqm | 190 | 145.55 | 27,654.5 |
| 6 | 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 | 235 | 6,326.05 | 14,86,621.75 |
| 7 | 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 | 32 | 8,364.2 | 2,67,654.4 |
| 8 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 245 | 766.55 | 1,87,804.75 |
| 9 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 2375 | 89.65 | 2,12,918.75 |
| 10 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 900 | 89.65 | 80,685 |
| 11 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 112 | 6,882 | 7,70,784 |
| 12 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 6 | 8,288.35 | 49,730.1 |
| 13 | 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 | 1000 | 111.95 | 1,11,950 |
| 14 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 880 | 545 | 4,79,600 |
| 15 | 40 mm wide and 4 mm thick | Metre | 1010 | 79.5 | 80,295 |
| 16 | 1:4 (1 cement: 4 fine sand) | Sqm | 730 | 294.85 | 2,15,240.5 |
| 17 | 1:4 (1 cement: 4 fine sand) | Sqm | 225 | 339.7 | 76,432.5 |
| 18 | Neat cement punning. | Sqm | 750 | 67.8 | 50,850 |
| 19 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 34 | 2,007.1 | 68,241.4 |
| 20 | Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) | cum | 119 | 1,239.6 | 1,47,512.4 |
| 21 | 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 | 13 | 2,928.1 | 38,065.3 |
| 22 | In cement mortar | cum | 21 | 1,698.45 | 35,667.45 |
| 23 | 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 | 320 | 219.35 | 70,192 |
| 24 | 100 mm dia. R.C.C. pipe | Metre | 190 | 447.25 | 84,977.5 |
| 25 | 150 mm dia. R.C.C. pipe | Metre | 1925 | 493.1 | 9,49,217.5 |
| 26 | 250 mm dia. R.C.C. pipe | Metre | 540 | 811.15 | 4,38,021 |
| 27 | Rectangular shape 600x450 mm internal dimensions | Each | 230 | 1,255.25 | 2,88,707.5 |
| 28 | For pipes 100 to 250 mm diameter | Each | 115 | 683.7 | 78,625.5 |
| 29 | For pipes 250 to 300 mm diameter | Each | 50 | 785.9 | 39,295 |
| Schedule total | ₹75,02,838.3 | ||||
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