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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.8 LAdmitted-Fee/PreQual/Technical/Finance | -16.77% | ₹3.8 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹4.2 L+₹43,937.47 (11.6%)Admitted-Fee/PreQual/Technical/Finance | -7.10% | ₹4.2 L+₹43,937.47 (11.6%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹4.5 L
EMD Value
₹13,620
Closing Date
16 Jul 2026, 6:00 pmClosed
Executive Engineer Flood Control DIvision ANantnag
Executive Engineer Flood Control Division Anantnag
C/O of FP Works on Chaka Nadi Jasco Colony by way of Laying crates and cement Concrete/Jacketing at Sarnal Bala Ward13, Anantnag
2026_IFC_315539_1
e NIT 08 of 2026-27
Open Tender
Civil Works
Percentage
7 days
Anantnag
As per E NIT
2 documents required · 2 mandatory
₹300
Yes
Executive Engineer Flood Control Division ANantnag
₹13,620
Yes
22 Jul 2026
11 Jul 2026
17 Jul 2026
11 Jul 2026
16 Jul 2026
11 Jul 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 : | 43.65 | Cum | 187.3 | ₹8,175.65 |
| 1.02 | Hand-packing stones in wire-crates; excluding cost of crates and stones. | 81.68 | Cum | 371.15 | ₹30,315.53 |
| 1.03 | Supply of stones.(Quarry) | 81.68 | Cum | 1,175 | ₹95,974 |
| 1.04 | Centering and shuttering including strutting, propping etc. and removal of form work. Foundation , footings and bases of columns etc | 80.68 | SQM | 286.35 | ₹23,102.72 |
| 1.05 | 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) | 20.54 | Cum | 6,591.25 | ₹1,35,384.28 |
| 1.06 | Supply of 4 Mm Dia G.I Wire Woven crates 4" x 4" Mesh as per ISI Specifications | 5,376 | Sft | 23 | ₹1,23,648 |
| 1.07 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. | 43.75 | KL | 167.8 | ₹7,341.25 |
| 1.08 | Carriage of Materials by M.T | - | - | - | - |
| 1.09 | Stones Avg. 07 Kms. | 81.68 | Cum | 273.02 | ₹22,300.27 |
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