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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹12.8 LAdmitted-Finance | -36.20% | ₹12.8 L | L1 | Admitted-Finance |
| 2 | L2₹16.0 LAdmitted-Finance | -20.00% | ₹16.0 L | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹20.0 L
EMD Value
₹39,980
Closing Date
25 Nov 2025, 6:00 pmClosed
Executive Engineer Irrigation Division No 1 Jammu
Executive Engineer Irrigation Division No 1 Jammu
Improvement of channel section of D6 RD 50 to 400M and RD 5200 to 5400M and Const of 2 no. culverts at RD 250 to 1600M near Vishwa Bharti School under UT Capex Budget 2025-26
2025_IFC_294390_5
eNIT No. 22of 2025-26
Open Tender
Civil Works
45 days
MRC
refer tender documents
2 documents required · 2 mandatory
₹700
Executive Engineer Irrigation No. 1 Jammu
₹39,980
21 Jan 2026
6 Nov 2025
26 Nov 2025
6 Nov 2025
25 Nov 2025
6 Nov 2025
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-incharge: 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 for: Suspended floors, roofs, landings, balconies and access platforms.
Edges of slabs and breaks in floors and walls. Under 20 cm 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 with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
Steel reinforcement for RCC work including straightening cutting bending placing in position and binding all complete above plinth level cold twisted bvars.
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 size of aggregates 20MM nominal @ 6.00 cum per 100 sqm on horizontal /side slopes complete including curing.
Filling available excavated earth ( excluding rock) in trenches,plinth sides of foundatios etc in layers not exceeding 20CM in depth, consolidating each deposited layer by ramming and watering lead upto 50M and lift upto 1.5M.
Carriage of material from source to site of work. (A) stoneavg distance 05 KM by MT
Carriage of material from source to site of work. (A) Sand avg distance 10 KM by MT
Carriage of material from source to site of work. (A)Bajriavg distance 10 KM by MT
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