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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.7 LAdmitted-Fee/PreQual/Technical/Finance | -8.00% | ₹2.7 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹2.8 L+₹2,239.61 (0.82%)Admitted-Fee/PreQual/Technical/Finance | -7.25% | ₹2.8 L+₹2,239.61 (0.82%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹3.1 L+₹38,819.92 (14.1%)Admitted-Fee/PreQual/Technical/Finance | +5.00% | ₹3.1 L+₹38,819.92 (14.1%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 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
₹3.0 L
EMD Value
₹9,000
Closing Date
13 Aug 2026, 6:00 pmClosed
Executive Engineer Flood Control Division Anantnag
Executive Engineer Flood Control Division Anantnag Dc office complex Anantnag
C/O Flood Protection Bund by way of crates at Tulkul Aard at Bon Checherpora
2026_IFC_319191_1
e NIT 12 of 2026-27
Open Tender
Civil Works
Percentage
6 days
Anantnag
As per e NIT
2 documents required · 2 mandatory
₹300
Yes
Convener, purchase committee, Directorate of ISM
₹9,000
Yes
23 Aug 2026
4 Aug 2026
14 Aug 2026
4 Aug 2026
13 Aug 2026
4 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 manual means over areas (exceeding 30 cm indepth, 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 | Hand-packing stones in wire-crates; excluding cost of crates and stones | 1 | Cum | 371.15 | ₹370.78 |
| 1.03 | 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. | - | Cum | 218.4 | - |
| 1.04 | Supply of 4mm Dia. G.I wire crates of size 16'x16' (Mesh size 4"x4") as per ISI Specification. | 5,012 | Sft | 23 | ₹1,15,276 |
| 1.05 | Supply of Stones (Nallah) | 1 | Cum | 700 | ₹699.3 |
| 1.06 | Carriage of Materials by Means of M.T & H.L | - | - | - | - |
| 1.07 | Stones from 21 Km. by M.T | 1 | Cum | 495.29 | ₹494.79 |
| 1.08 | Crates from 55 Kms. by M.T & 65 Mtrs. By H.L | - | MT | 2,285.74 | - |
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