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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.6 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | ||
| 2 | L1₹1.6 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | ||
| 3 | L2₹1.6 L+₹2,600.42 (1.62%)Admitted-Fee/PreQual/Technical/Finance ANANTNAG ANANTNAG JAMMU AND KASHMIR | ANANTNAG | JAMMU AND KASHMIR | 192101 | L2 | Admitted-Fee/PreQual/Technical/Finance | ||
| 4 | L3₹1.8 L+₹20,003.26 (12.5%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹2 L
EMD Value
₹4,000
Closing Date
5 Oct 2026, 4:00 pmClosed
Executive Engineer
Irrigation Division Shopian
Construction of lining wall on left side of Lal Nad Khul near the orchard of Abdul Hameed Malik and others at Malik Mohallah Hergam Shopian.
2026_IFC_326286_2
Short term e-Nit 26 of 2026-27
Open Tender
Civil Works
Percentage
10 days
Shopian
Please refer Tender documents.
2 documents required · 2 mandatory
₹100
Executive Engineer
₹4,000
10 Oct 2026
28 Sept 2026
6 Oct 2026
28 Sept 2026
5 Oct 2026
28 Sept 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 excavation by mechanical (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm 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 soils | 66.2 | cum | 187.3 | ₹12,399.26 |
| 2 | Dumping stone excluding cost of stones. in Horizontal on level | 2.86 | Cum | 237.9 | ₹680.39 |
| 3 | Supply of Stone boulder nominal size 225 mm | 2.86 | Cum | 700 | ₹2,002 |
| 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) | 20.2 | cum | 6,591.25 | ₹1,33,143.25 |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form work for:
Foundations, footings, bases for columns | 134.64 | Sqm | 286.35 | ₹38,554.16 |
| 6 | Carriage of materials from source to road site by mechanical transport including loading, unloading and stacking.
Stone boulder for 02 Kms avg. | 2.86 | Cum | 173.46 | ₹496.1 |
| 6.01 | 20 mm agg. From 09 kms avg | 18.18 | Cum | 263.38 | ₹4,788.25 |
| 6.02 | Sand from Kakapora avg. lead of 30 Kms | 9.09 | Cum | 520.34 | ₹4,729.89 |
| 6.03 | Cement from 01 km | 6.46 | MT | 114.44 | ₹739.28 |
| 6.04 | Provision for sign board and Photographs | 1 | No | 2,500 | ₹2,500 |
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