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Tender Value
₹1.7 Cr
EMD Value
₹3.4 L
Closing Date
15 Jul 2026, 3:00 pmClosed
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:- ("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.
Renovation of toilets and repair to Sewer Line in Admin building & workshop area PLW Patiala
T-09-2026-27
T-09-2026-27
Open
Works - General
9 Months
Patiala, Punjab
₹0
₹3.4 L
15 Jul 2026
23 Jun 2026
1 Jul 2026
84 items across 2 schedules · ₹6,50,187.5 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil. | cum | 300 | 286.85 | 86,055 |
| 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 | 115 | 253.95 | 29,204.25 |
| 3 | All kinds of soil | cum | 55 | 104.5 | 5,747.5 |
| 4 | 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 | 35 | 7,365.15 | 2,57,780.25 |
| 5 | 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 | 35 | 6,326.05 | 2,21,411.75 |
| 6 | 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 | 50 | 370.85 | 18,542.5 |
| 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 | 15 | 8,364.2 | 1,25,463 |
| 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 | 10 | 10,185.05 | 1,01,850.5 |
| 9 | cum | 5 | 10,719.3 | 53,596.5 | |
| 10 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 50 | 307.95 | 15,397.5 |
| 11 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 50 | 766.55 | 38,327.5 |
| 12 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 2000 | 89.65 | 1,79,300 |
| 13 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 2000 | 89.65 | 1,79,300 |
| 14 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 10 | 6,882 | 68,820 |
| 15 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 30 | 8,512.1 | 2,55,363 |
| 16 | Area of slab over 0.50 sqm | Sqm | 70 | 4,425.35 | 3,09,774.5 |
| 17 | Granite work | Metre | 85 | 418.85 | 35,602.25 |
| 18 | Each | 85 | 808.15 | 68,692.75 | |
| 19 | Granite Stone of approved shade | Sqm | 30 | 3,542.85 | 1,06,285.5 |
| 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 | 3500 | 1,063.45 | 37,22,075 |
| 21 | For 2nd class teak wood and other class of wood shutters | Sqm | 30 | -202.55 | -6,076.5 |
| 22 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 30 | 2,015.75 | 60,472.5 |
| 23 | Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. | Each | 30 | 856.3 | 25,689 |
| 24 | 250x16 mm | Each | 30 | 234.9 | 7,047 |
| 25 | 150x10 mm | Each | 400 | 75.55 | 30,220 |
| 26 | 125 mm | Each | 400 | 60.05 | 24,020 |
| 27 | Twin rubber stopper | Each | 40 | 62.25 | 2,490 |
| 28 | 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 | 200 | 111.95 | 22,390 |
| 29 | Size of Tile 600 x 600 mm | Sqm | 1000 | 1,311.05 | 13,11,050 |
| 30 | GI Metal Ceiling Lay in plain Tegular edge Global white color tiles of size 595x595 mm, and 0.5 mm thick with 8 mm drop; made of G I sheet having galvanizing of 100 gms/sqm (both sides inclusive) and electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending. | Sqm | 100 | 1,591.7 | 1,59,170 |
| 31 | 1:4 (1 cement: 4 fine sand) | Sqm | 4000 | 294.85 | 11,79,400 |
| 32 | New work (two or more coats) over and including water thinnable priming coat with cement primer | Sqm | 1200 | 162.55 | 1,95,060 |
| 33 | Two or more coats on new work | Sqm | 100 | 131.45 | 13,145 |
| 34 | Dismantling W. C . Pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of Engineer-in- Charge. | Each | 110 | 110.7 | 12,177 |
| 35 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 5 | 2,007.1 | 10,035.5 |
| 36 | Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) | cum | 20 | 1,239.6 | 24,792 |
| 37 | 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 | 17 | 2,928.1 | 49,777.7 |
| 38 | In cement mortar | cum | 40 | 1,698.45 | 67,938 |
| 39 | Of area 3 sq. metres and below | Each | 200 | 118.3 | 23,660 |
| 40 | For thickness of tiles 10 mm to 25 mm | Sqm | 1000 | 60.5 | 60,500 |
| 41 | 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 | 100 | 219.35 | 21,935 |
| 42 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 10 | 5,781.35 | 57,813.5 |
| 43 | Range of three half stall urinals with 10 litre P.V.C. automatic flushing cistern | Each | 20 | 18,546.45 | 3,70,929 |
| 44 | Range of four half stall urinals with 10 litre P.V.C. automatic flushing cistern | Each | 10 | 21,880.95 | 2,18,809.5 |
| 45 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap | Each | 100 | 1,913.75 | 1,91,375 |
| 46 | 610x460 mm bowl depth 200 mm | Each | 20 | 3,337.85 | 66,757 |
| 47 | Providing and fixing white vitreous china pedestal type (European type/ wash down type) water closet pan. | Each | 100 | 2,403.65 | 2,40,365 |
| 48 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. | Each | 110 | 299.35 | 32,928.5 |
| 49 | 10 litre capacity - White | Each | 100 | 1,023.05 | 1,02,305 |
| 50 | 32 mm dia | Each | 100 | 104.35 | 10,435 |
| 51 | 40 mm dia | Each | 20 | 104.35 | 2,087 |
| 52 | Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 | Metre | 200 | 1,077.4 | 2,15,480 |
| 53 | Centrifugally cast (spun) iron socketed pipe as per IS: 3989 | Metre | 500 | 1,042.1 | 5,21,050 |
| 54 | 75 mm dia pipe | Each | 130 | 138.7 | 18,031 |
| 55 | 100 mm dia pipe | Each | 100 | 163.45 | 16,345 |
| 56 | For 100 mm dia pipe | Each | 75 | 308.45 | 23,133.75 |
| 57 | For 75 mm dia pipe | Each | 75 | 304.45 | 22,833.75 |
| 58 | Sand cast iron S&S as per IS - 3989 | Each | 75 | 597.6 | 44,820 |
| 59 | Sand cast iron S&S as per IS- 3989 | Each | 75 | 453.4 | 34,005 |
| 60 | Sand cast iron S&S as per IS - 3989 | Each | 75 | 439.75 | 32,981.25 |
| 61 | Sand cast iron S&S as per IS - 3989 | Each | 75 | 731.4 | 54,855 |
| 62 | Sand cast iron S&S as per IS - 3989 | Each | 75 | 573.8 | 43,035 |
| 63 | 100 mm | Each | 105 | 549.65 | 57,713.25 |
| 64 | 75 mm | Each | 105 | 466.4 | 48,972 |
| 65 | Sand cast iron S&S as per IS: 3989 | Each | 200 | 1,604.1 | 3,20,820 |
| 66 | 15 mm nominal dia Pipes | Metre | 400 | 255.9 | 1,02,360 |
| 67 | 20 mm nominal dia Pipes | Metre | 150 | 325.1 | 48,765 |
| 68 | 15 mm nominal dia Pipes | Metre | 1000 | 441.15 | 4,41,150 |
| 69 | 15 mm nominal bore | Each | 750 | 85.2 | 63,900 |
| 70 | 15 mm nominal bore | Each | 220 | 715.05 | 1,57,311 |
| 71 | 15 mm nominal bore | Each | 200 | 594.75 | 1,18,950 |
| 72 | 15mm nominal bore | Each | 320 | 500.35 | 1,60,112 |
| 73 | 15 mm nominal bore, 122mm long, weighing not less than 99 gms | Each | 20 | 143.3 | 2,866 |
| 74 | 150 mm dia. R.C.C. pipe | Metre | 400 | 493.1 | 1,97,240 |
| 75 | For pipes 100 to 250 mm diameter | Each | 40 | 683.7 | 27,348 |
| 76 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 250 | 466.3 | 1,16,575 |
| 77 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 250 | 564.8 | 1,41,200 |
| 78 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 60 | 1,325.55 | 79,533 |
| 79 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : (a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours. (b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. | Sqm | 200 | 516.6 | 1,03,320 |
| 80 | Frame size 50 x 100 mm | Metre | 800 | 853 | 6,82,400 |
| 81 | 30 mm thick | Sqm | 300 | 4,327.7 | 12,98,310 |
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