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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.3 LAdmitted-Fee/PreQual/Technical/Finance | -21.70% | ₹2.3 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹2.4 L+₹5,099.95 (2.17%)Admitted-Fee/PreQual/Technical/Finance ANANTNAG ANANTNAG JAMMU AND KASHMIR | ANANTNAG | JAMMU AND KASHMIR | 192101 | -20.00% | ₹2.4 L+₹5,099.95 (2.17%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹2.5 L+₹13,109.88 (5.58%)Admitted-Fee/PreQual/Technical/Finance | -17.33% | ₹2.5 L+₹13,109.88 (5.58%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹3 L
EMD Value
₹6,000
Closing Date
27 Jul 2026, 4:00 pmClosed
Executive Engineer
Irrigation Division Shopian
Construction of Irrigation Channel from Axis Bank Arhama to Masjid Shareef at Arhama Shopian
2026_IFC_316647_2
eNIT 18 of 2026-27
Open Tender
Civil Works
Percentage
15 days
Shopian
Please refer Tender documents.
2 documents required · 2 mandatory
₹200
Executive Engineer
₹6,000
7 Aug 2026
18 Jul 2026
28 Jul 2026
18 Jul 2026
27 Jul 2026
18 Jul 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 | 67.94 | Cum | 187.3 | ₹12,725.72 |
| 2 | Dumping stone excluding cost of stones. in Horizontal on level | 12.01 | Cum | 237.9 | ₹2,857.18 |
| 3 | Supply of Nallah Stones | 12.01 | Cum | 700 | ₹8,407 |
| 4 | 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) | 31.4 | Cum | 6,591.25 | ₹2,06,965.25 |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. | 150.72 | sqm | 286.35 | ₹43,158.67 |
| 6 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. | 27.18 | Cum | 218.4 | ₹5,936.11 |
| 7 | Carriage of material by Mechanical Transport .
Stone boulders avg. lead of 02kms from Rambiara | 12.01 | Cum | 173.46 | ₹2,083.25 |
| 7.01 | 20 mm agg. Avg. lead of 09kms from Narapora | 27.95 | Cum | 263.38 | ₹7,361.47 |
| 7.02 | Sand from Kakapora avg. lead 30 kms | 14.13 | Cum | 520.34 | ₹7,352.4 |
| 7.03 | Cement avg. lead of 01 kms from Shopian | 10.05 | MT | 114.44 | ₹1,150.12 |
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