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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹9.5 LAdmitted-Fee/PreQual/Technical/Finance | -20.00% | ₹9.5 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹11.9 L+₹2.4 L (25.0%)Admitted-Fee/PreQual/Technical/Finance | -0.01% | ₹11.9 L+₹2.4 L (25.0%) | 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 |
Tender Value
₹11.9 L
EMD Value
₹35,760
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 Anti- erosion cum flood protection work on left side of veshow Nallah at village chellan near bridge at spots
2026_IFC_318832_3
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
₹35,760
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 : | 0.2 | Cum | 187.3 | ₹37.46 |
| 1.02 | Hand-packing stones in wire-crates; excluding cost of crates and stones | 0.6 | Cum | 371.15 | ₹222.69 |
| 1.03 | Banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m in All kinds of soil: | 0.6 | Cum | 429.45 | ₹257.24 |
| 1.04 | Dry stone pitching (any thickness) excluding cost of stones.
On Horizontal | 1 | Cum | 535.55 | ₹535.01 |
| 1.05 | Dry stone pitching (any thickness) excluding cost of stones
On Slopes | - | Cum | 693.95 | - |
| 1.06 | Supply of Stones (Nallah) | 354.76 | Cum | 700 | ₹2,48,332 |
| 1.07 | Supply of 4mm Dia. G.I wire crates of size 16'x16' (Mesh size 4"x4") as per ISI Specification. | 18,242.74 | Sft. | 23 | ₹4,19,583.02 |
| 1.08 | Binding Wire for Crates | 71 | KG | 80 | ₹5,680 |
| 1.09 | Centering and shuttering including strutting, propping etc. and removal of form work for:
Foundations, footings, bases for columns | 23.2 | Sqm | 286.35 | ₹6,643.32 |
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