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Tender Value
₹90.6 L
EMD Value
₹1.8 L
Closing Date
21 Sept 2026, 11:00 amClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
RCF HQ
15 conditions · 4 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.(See detail in tender document)
Definition of Similar work:- "Any civil engineering work other than track work."
7 conditions · 4 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.
All credential documents submitted through DSC i.e. all document received in E-tenders , will be treated as self attested by tenderer & considered valid for evaluation and there will be no compulsion of manual attestation.
Various improvement works in SBSI (Supervisor's Club), Up-gradation of Bus Stop/Rain Shelters and provision of sump for storage of Rain Water for irrigation of Horticulture Works in RCF, Kapurthala.
RCF-CE-WA-EOT-23-26-27~RCF
RCF-CE-WA-EOT-23-26-27
Open
Works - General
9 Months
Kapurthala, Punjab
₹0
₹1.8 L
21 Sept 2026
31 Aug 2026
7 Sept 2026
48 items across 2 schedules · ₹4,21,825.11 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 42.5 | 205.45 | 8,731.63 |
| 2 | All kinds of soil. | cum | 710.3 | 286.85 | 2,03,749.56 |
| 3 | All kinds of soil | Sqm | 297 | 28.15 | 8,360.55 |
| 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 | 13 | 7,365.15 | 95,746.95 |
| 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 | 38.5 | 6,326.05 | 2,43,552.93 |
| 6 | 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 | 306.75 | 8,364.2 | 25,65,718.35 |
| 7 | cum | 3.5 | 10,719.3 | 37,517.55 | |
| 8 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 12 | 307.95 | 3,695.4 |
| 9 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 264 | 669.55 | 1,76,761.2 |
| 10 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 25 | 766.55 | 19,163.75 |
| 11 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 12 | 608.35 | 7,300.2 |
| 12 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 30 | 804.25 | 24,127.5 |
| 13 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 9555 | 89.65 | 8,56,605.75 |
| 14 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 6000 | 89.65 | 5,37,900 |
| 15 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 8 | 6,882 | 55,056 |
| 16 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 17 | 6,658.25 | 1,13,190.25 |
| 17 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 25 | 8,288.35 | 2,07,208.75 |
| 18 | Sqm | 350 | 417.6 | 1,46,160 | |
| 19 | 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 | 94.73 | 1,063.45 | 1,00,740.62 |
| 20 | 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 | 138 | 111.95 | 15,449.1 |
| 21 | Electric resistance or induction butt welded tubes | Kg | 3200 | 140.85 | 4,50,720 |
| 22 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). | Kg | 2973.6 | 612.25 | 18,20,586.6 |
| 23 | 25 mm thick | Sqm | 66 | 1,706.6 | 1,12,635.6 |
| 24 | Providing and fixing 1st quality ceramic glazed floor 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 | 100 | 938.5 | 93,850 |
| 25 | Size of Tile 600 x 600 mm | Sqm | 10 | 1,286.6 | 12,866 |
| 26 | Size of Tile 600 x 600 mm | Sqm | 238 | 1,311.05 | 3,12,029.9 |
| 27 | 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 | 414 | 671.55 | 2,78,021.7 |
| 28 | 1:4 (1 cement: 4 fine sand) | Sqm | 110 | 294.85 | 32,433.5 |
| 29 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 85 | 97.6 | 8,296 |
| 30 | One coat | Sqm | 119 | 78 | 9,282 |
| 31 | One or more coats on old work | Sqm | 150 | 50.6 | 7,590 |
| 32 | Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) | cum | 10 | 1,239.6 | 12,396 |
| 33 | Of area 3 sq. metres and below | Each | 8 | 302.7 | 2,421.6 |
| 34 | For thickness of tiles 10 mm to 25 mm | Sqm | 166 | 60.5 | 10,043 |
| 35 | Up to 150 mm diameter | Metre | 210 | 340.7 | 71,547 |
| 36 | Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material with in 50 meters lead as directed by Engineer-in-charge. | Sqm | 10 | 46.5 | 465 |
| 37 | 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 | 30 | 219.35 | 6,580.5 |
| 38 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) | Metre | 100 | 303.65 | 30,365 |
| 39 | With granite stone of area less than 0.50 sqm. | Sqm | 60 | 4,115.8 | 2,46,948 |
| 40 | 200 mm diameter pipe | Each | 50 | 377 | 18,850 |
| 41 | Class I | Each | 2 | 11,609.5 | 23,219 |
| 42 | Up to 300 mm dia | Quintal | 4 | 12,032.95 | 48,131.8 |
| 43 | 200 mm dia Ductile Iron Double Flanged | Metre | 200 | 2,921.15 | 5,84,230 |
| 44 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 30 | 466.3 | 13,989 |
| 45 | Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-charge (Door handle, lock and stopper etc.to be paid separately). | Sqm | 29.86 | 4,540.7 | 1,35,585.3 |
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