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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹14.2 LAdmitted-Fee/PreQual/Technical/Finance | -37.00% | ₹14.2 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹20.1 L+₹5.8 L (41.1%)Admitted-Fee/PreQual/Technical/Finance | -11.11% | ₹20.1 L+₹5.8 L (41.1%) | 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
₹22.6 L
EMD Value
₹67,710
Closing Date
13 Aug 2026, 6:00 pmClosed
Executive Engineer Flood Control Division Anantnag
Executive Engineer Flood Control Division Anantnag DC Office complex
Constrution of FP work on left side of Lamdi Nallah at Chowgam near Service reservoir
2026_IFC_318832_5
e NIT 11 of 2026-27
Open Tender
Civil Works
Percentage
15 days
Anantnag
As per E NIT
2 documents required · 2 mandatory
₹1,000
Yes
Executive Engineer Flood Control Division ANantnag
₹67,710
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 : | 882 | Cum | 187.3 | ₹1,65,198.6 |
| 1.02 | Hand-packing stones in wire-crates; excluding cost of crates and stones | 643.06 | Cum | 371.15 | ₹2,38,671.72 |
| 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. | 232.32 | Cum | 218.4 | ₹50,738.69 |
| 1.04 | Supply of Stones (Nallah) | 643.06 | Cum | 700 | ₹4,50,142 |
| 1.05 | Supply of 4mm Dia. G.I wire crates of size 16'x16' (Mesh size 4"x4") as per ISI Specification. | 32,256 | Sft. | 23 | ₹7,41,888 |
| 1.06 | Binding Wire for Crates | 126 | KG | 80 | ₹10,080 |
| 1.07 | Centering and shuttering including strutting, propping etc. and removal of form work for:
Foundations, footings, bases for columns | 30.68 | Sqm | 286.35 | ₹8,785.22 |
| 1.08 | 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) | 22.18 | Cum | 6,591.25 | ₹1,46,167.56 |
| 1.09 | Carriage of Materials by Means of M.T | - | - | - | - |
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