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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹13.4 LAdmitted-Fee/PreQual/Technical/Finance | -8.39% | ₹13.4 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹13.9 L+₹49,462.55 (3.70%)Admitted-Fee/PreQual/Technical/Finance | -5.00% | ₹13.9 L+₹49,462.55 (3.70%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹14.2 L+₹78,643.99 (5.88%)Admitted-Fee/PreQual/Technical/Finance | -3.00% | ₹14.2 L+₹78,643.99 (5.88%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹14.4 L+₹1.0 L (7.52%)Admitted-Fee/PreQual/Technical/Finance | -1.50% | ₹14.4 L+₹1.0 L (7.52%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹14.4 L+₹1.1 L (8.07%)Admitted-Fee/PreQual/Technical/Finance | -1.00% | ₹14.4 L+₹1.1 L (8.07%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹14.6 L
EMD Value
₹29,180
Closing Date
5 Sept 2026, 4:00 pmClosed
Executive Engineer ID Ompora
Executive Engineer ID Ompora
Zani Canal- Construction of 150 m Cement Concrete lining wall on B/S at RD 4572 m in Yarikha Khansahib and RD 10058 m at Nagbal
2026_IFC_320075_4
enit06of082026
Open Tender
Civil Works
Percentage
30 days
Budgam
Please refer Tender documents.
5 documents required · 5 mandatory
₹700
Chief Engineer Kmr I and FC Deptt.
₹29,180
8 Sept 2026
8 Aug 2026
7 Sept 2026
8 Aug 2026
5 Sept 2026
8 Aug 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 : | 186.49 | cum | 187.3 | ₹34,929.58 |
| 2 | Earth work in bulk excavation by manual means 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 : | 79.93 | cum | 592.9 | ₹47,390.5 |
| 3 | Dumping of stones. in Horizontal on level | 21.74 | cum | 237.9 | ₹5,171.95 |
| 4 | Supply of Stones (nallah) nominal size 225 mm | 21.74 | cum | 700 | ₹15,218 |
| 5 | 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) | 25.59 | cum | 5,202.9 | ₹1,33,142.21 |
| 6 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 48.86 | cum | 7,104.35 | ₹3,47,118.54 |
| 7 | 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) | 26.56 | cum | 6,591.25 | ₹1,75,063.6 |
| 8 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. | 2,198.9 | kg | 123.2 | ₹2,70,904.48 |
| 9 | 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. | 106.57 | cum | 218.4 | ₹23,274.89 |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. | 162.88 | sqm | 286.35 | ₹46,640.69 |
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