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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹8.4 LAdmitted-Fee/PreQual/Technical/Finance | -30.00% | ₹8.4 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹10.8 L+₹2.4 L (28.6%)Admitted-Fee/PreQual/Technical/Finance | -10.00% | ₹10.8 L+₹2.4 L (28.6%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | - | Not Admitted-Fee/PreQual/Technical/Finance Not qualified for AOC |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | - | Not Admitted-Fee/PreQual/Technical/Finance Not qualified for AOC |
| 5 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | - | Not Admitted-Fee/PreQual/Technical/Finance Not qualified for AOC |
Tender Value
₹12 L
EMD Value
₹36,000
Closing Date
13 Aug 2026, 6:00 pmClosed
Executive Engineer Flood Control Division Anantnag
Executive Engineer Flood Control Division Anantnag DC Office complex
Construction of Flood Protection work on Right side of veshow Nallah by way of toe crates and spurs upstream Gund village
2026_IFC_318832_2
e NIT 11 of 2026-27
Open Tender
Civil Works
Percentage
10 days
Anantnag
As per E NIT
2 documents required · 2 mandatory
₹400
Yes
Executive Engineer Flood Control Division ANantnag
₹36,000
Yes
23 Aug 2026
1 Aug 2026
14 Aug 2026
1 Aug 2026
13 Aug 2026
1 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. | |||||
| 1.01 | 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 : | 1 | Cum | 187.3 | ₹187.11 |
| 1.02 | 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 mtrs. | 1 | Cum | 218.4 | ₹218.18 |
| 1.03 | Hand-packing stones in wire-crates; excluding cost of crates and stones | 506.31 | Cum | 371.15 | ₹1,87,916.96 |
| 1.04 | Supply of Stones (Nallah) | 354.42 | Cum | 700 | ₹2,48,094 |
| 1.05 | Supply of 4mm Dia. G.I wire crates of size 16'x16' (Mesh size 4"x4") as per ISI Specification. | 24,576 | Sft. | 23 | ₹5,65,248 |
| 1.06 | Carriage of Materials by Means of M.T | - | - | - | - |
| 1.07 | Stones from an Avg.01 Km. | 354.42 | Cum | 151.47 | ₹53,684 |
| 1.08 | G.I Crates From Srinagar Avg.65 Kms. | 1 | MT | 2,412.03 | ₹2,409.62 |
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