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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.8 LAdmitted-Finance | -36.36% | ₹2.8 L | L1 | Admitted-Finance |
| 2 | L2₹3.1 LAdmitted-Finance | -30.00% | ₹3.1 L | L2 | Admitted-Finance |
| 3 | L3₹3.3 LAdmitted-Finance | -25.00% | ₹3.3 L | L3 | Admitted-Finance |
| 4 | L4₹3.5 LAdmitted-Finance | -22.10% | ₹3.5 L | L4 | Admitted-Finance |
| 5 | L5₹3.5 LAdmitted-Finance | -20.00% | ₹3.5 L | L5 | Admitted-Finance |
Tender Value
₹4.4 L
EMD Value
₹8,860
Closing Date
15 Jan 2026, 4:00 pmClosed
Er ranjit singh
XEN PWD RNB DIVISION RAMBAN
refer to BOQ
2026_PWDJK_300086_4
E-NIT NO. 125 Of 2025-26 Dated 07-01-2026
Open Tender
Civil Works
30 days
Batote
refer to NIT
2 documents required · 2 mandatory
₹600
Yes
XEN PWD RNB DIVISION RAMBAN
₹8,860
Yes
31 Jan 2026
8 Jan 2026
16 Jan 2026
8 Jan 2026
15 Jan 2026
8 Jan 2026
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as10 sqm on plan including disposal of excavated earth, leadupto 50meterand lift upto 1.5m, as directed by Engineer-in-Charge. All kinds of soil
Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed:, 1 meter from cutting edge
All kinds of soil :
Ordinary Rock
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size
Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto/above plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.
Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 meters lead. 15.23.1 For thickness of tiles 10 mm to 25 mm For thickness of tiles above 25 mm and upto 40 mm.
Dismantling old plaster or skirting, raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 meters lead.
Providing & laying damp-proof Course 40 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone agg 12.5 mm nominal size) and curing complete
Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete
Centering and shuttering including strutting, propping etc. and removal of form for:
Foundations, footings, bases of columns etc.
Edges of slabs and breaks in floors and walls Under 20 cm wide
Suspended floors, roofs, landings, balconies and access platforms.
15mm Cement plaster on the rough side of single or half brick wall of mix: 1 : 4 ( 1 cement : 4 fine sand)
Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622 of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1cement :4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete Size of tile 600x600 mm
Carriage of Sand from Source to site of work by Mechanical transport including loading /Unloading complete for an avg dince of 105 km by MT
Carriage of Stone aggregate from Source to site of work by Mechanical transport including loading /Unloading complete for an avg. distance of 22 km by MT
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