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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.2 LAdmitted-Finance | -35.50% | ₹3.2 L | L1 | Admitted-Finance |
| 2 | L2₹3.6 LAdmitted-Finance | -29.00% | ₹3.6 L | L2 | Admitted-Finance |
| 3 | L3₹4.0 LAdmitted-Finance | -19.70% | ₹4.0 L | L3 | Admitted-Finance |
Tender Value
₹5 L
EMD Value
₹10,000
Closing Date
21 Feb 2026, 6:00 pmClosed
Executive Engineer Irrigation Division No 1 Jammu
Executive Engineer Irrigation Division No 1 Jammu
Construction of outlet at RD 4200M of distributary No.6 of Main Ranbir Canal under UT Capex Budget 2025-26
2026_IFC_303131_1
eNIT No.48 of 2025-26
Open Tender
Civil Works
20 days
MRC
Refer tender documents
2 documents required · 2 mandatory
₹200
Yes
Executive Engineer Irrigation No. 1 Jammu
₹10,000
23 Feb 2026
13 Feb 2026
23 Feb 2026
13 Feb 2026
21 Feb 2026
13 Feb 2026
Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge.
Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in- charge: 1:3:6 or richer mix (i/c equivalent design mix)
Dismantling concrete grouted stone pitching in aprons drains etc. including stacking of serviceable material and disposal of unserviceable material, stacking /disposal lead upto 100 meters.
Dismantling Dry stone pitching in aprons, drains, etc. including stacking of serviceable material & disposal of unserviceable material, stacking /disposal lead upto 100 meters.
Earth work in excavation by mechanical means (hydraulic excavator) 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, within a lead of 50 metres: All kinds of soil :
Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns .
Centering and shuttering including strutting, propping etc. and removal of form work for Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc.:
Centering and shuttering including strutting, propping etc. and removal of form work for : Suspended floors roofs,landings balconies and access platforms
Edges of slab and breaks in floor and walls under 20CM wide.
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:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) )
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:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) )
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with1:1½:3 (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 plinth level.cold twisted bars.
Dry stone pitching ( any thickness) excluding cost of stones on horizontal.
Supply of stones
Grouting of stone pitching using M-10 nominal mix concrete (max. sizeof aggregates; 20mm nominal) @ 6.00 cum per 100 sq m on horizontal/side slopes; complete including curing.
Filling available excavated earth ( excluding rock) in trenches,plinth sides of foundations etc in layers not exceeding 20CM in depth, consolidating lead upto 50M and lift upto 1.5
Carriage of material from source to site of work. (A) stones average 5KM by MT.
Carriage of material from source to site of work. (B) Sand avg distance 10 KM by MT.
Carriage of material from source to site of work. (A) Bajri avg distance 10 KM bny MT.
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