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Tender Value
₹2.2 Cr
EMD Value
₹4.4 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.
Construction of new pathways including improvement to existing pathways, replacement of door, window & waterproofing etc in Admin Building and replacement & repair of damaged flooring of skating area in RCF, Kapurthala.
RCF-CE-WA-EOT-28-26-27~RCF
RCF-CE-WA-EOT-28-26-27
Open
Works - General
9 Months
Kapurthala, Punjab
₹0
₹4.4 L
21 Sept 2026
31 Aug 2026
7 Sept 2026
26 items across 2 schedules · ₹2,49,21,860.55 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | Sqm | 3230 | 28.15 | 90,924.5 |
| 2 | 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 | 746 | 6,326.05 | 47,19,233.3 |
| 3 | 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 | 45 | 9,375.2 | 4,21,884 |
| 4 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 446 | 6,658.25 | 29,69,579.5 |
| 5 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 50 | 8,288.35 | 4,14,417.5 |
| 6 | 25 mm thick | Sqm | 870 | 1,706.6 | 14,84,742 |
| 7 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. | Sqm | 45 | 2,038.55 | 91,734.75 |
| 8 | In 75x75 mm deep chase | Metre | 500 | 260.2 | 1,30,100 |
| 9 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. | Each | 12 | 266.6 | 3,199.2 |
| 10 | 1:6 (1 cement: 6 fine sand) | Sqm | 150 | 282 | 42,300 |
| 11 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 3000 | 97.6 | 2,92,800 |
| 12 | Regrading terracing of mud phaska covered with tiles or brick, in cement mortar by dismantling tiles or bricks, removing mud plaster, preparing the surface of mud phaska to proper slope, relaying mud plaster gobri leaping and tiles or bricks, grouted in cement mortar 1:3 (1 cement : 3 fine sand), including replacing unserviceable tiles or bricks with new ones and disposal of unserviceable material to the dumping ground (the cost of the new tiles or brick excluded), all complete as per direction of Engineer-in-Charge. | Sqm | 3000 | 577.9 | 17,33,700 |
| 13 | In cement mortar | cum | 50 | 1,698.45 | 84,922.5 |
| 14 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | Sqm | 500 | 219.75 | 1,09,875 |
| 15 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | Sqm | 150 | 45.05 | 6,757.5 |
| 16 | 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 |
| 17 | With paving asphalt grade VG - 30 with no solvent | Sqm | 12000 | 501.7 | 60,20,400 |
| 18 | Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge. | Each | 350 | 175.5 | 61,425 |
| 19 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in- charge and accordance with applicable specifications. | Sqm | 200 | 623.8 | 1,24,760 |
| 20 | 60mm thick cement concrete paver block of M- 35 grade with approved colour, design & pattern. | Sqm | 3650 | 932.35 | 34,03,077.5 |
| 21 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 100 | 433.95 | 43,395 |
| 22 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 50 | 531.8 | 26,590 |
| 23 | Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying:(a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm.(b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm.(c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around.(d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately.For the purpose of measurement the entire treated surface will be measured. | Sqm | 3000 | 585.55 | 17,56,650 |
| Schedule total | ₹2,40,39,047.75 | ||||
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