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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹39.6 LAdmitted-Finance | -53.86% | ₹39.6 L | L1 | Admitted-Finance |
| 2 | L2₹43.9 L+₹4.2 L (10.6%)Admitted-Finance MEHLA DADRA BHADIAN KOTHI CHAMBA CHAMBA HIMACHAL PRADESH 176318 INDIA | CHAMBA | HIMACHAL PRADESH | 176318 | -48.95% | ₹43.9 L+₹4.2 L (10.6%) | L2 | Admitted-Finance |
| 3 | L3₹51.4 L+₹11.8 L (29.8%)Admitted-Finance | -40.11% | ₹51.4 L+₹11.8 L (29.8%) | L3 | Admitted-Finance |
| 4 | L4₹54.0 L+₹14.4 L (36.3%)Admitted-Finance | -37.09% | ₹54.0 L+₹14.4 L (36.3%) | L4 | Admitted-Finance |
Tender Value
₹85.9 L
EMD Value
₹1.7 L
Closing Date
6 Feb 2026, 6:00 pmClosed
Executive Engineer Irrigation Division No 1 Jammu
Executive Engineer Irrigation Division No 1 Jammu
Permanent Restoration of Irrigation supplies from Tawi Feeder Channel of Main Ranbir Canal at village Karnailey chak including protection works to siphon of Tawi Feeder Channel on Right Bank of Nikki Tawi
2026_IFC_301893_1
eNIT No.43 of 2025-26
Open Tender
Civil Works
Percentage
45 days
Karnailey chak
Refer tender documents
2 documents required · 2 mandatory
₹1,000
Executive Engineer Irrigation No. 1 Jammu
₹1.7 L
7 Feb 2026
30 Jan 2026
7 Feb 2026
30 Jan 2026
6 Feb 2026
30 Jan 2026
Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil :
Banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m in All kinds of soil: .
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) .
Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns
Hand packing stones in wire crates excluding the cost of crates and stones.
Supply of stones.
Providing and injecting approved grout in proportion recommended by the manufacturer into cracks/honey-comb area of concrete/ masonry by suitable gun/pump at required pressure including cutting of nipples after curing etc. complete as per directions of Engineer-in-Charge. Epoxy injection grout in concrete/RCC work of approved make.
Carriage of sand,stone aggregate below 40MM nominal size on average distance 1 KM by MT.
Carriage of stone avg distance 7KM by MT
Add cost of crates
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