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Tender Value
₹1.6 L
EMD Value
₹4,680
Closing Date
5 Oct 2026, 6:00 pm7d left
Executive Engineer Flood Control Division ANantnag
Executive Engineer Flood Control Division ANantnag Dc Office Complex Anantnag
Repairment of FP work on main brengi Nallah at u/s, D/S Soaf bridge at spots at RD Km 07 800 m
2026_IFC_324178_11
e NIT 19 of 2026-27
Open Tender
Civil Works
Percentage
7 days
Anantnag/Kulgam
As Per E NIT
2 documents required · 2 mandatory
₹200
Yes
Executive Engineer Flood Control Division ANantnag
₹4,680
Yes
14 Sept 2026
14 Sept 2026
6 Oct 2026
14 Sept 2026
5 Oct 2026
14 Sept 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 | 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 : | 92.14 | Cum | 187.3 | ₹17,257.45 |
| 2 | 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 m. | 53.66 | Cum | 218.4 | ₹11,719.34 |
| 3 | Hand-packing stones in wire-crates; excluding cost of crates and stones | 45.23 | Cum | 371.15 | ₹16,787.11 |
| 4 | Supply of 4mm Dia. G.I wire crates of size 16'x16' (Mesh size 4"x4") as per ISI Specification. | 2,304 | Sft. | 23 | ₹52,992 |
| 5 | 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: | 29.16 | Cum | 429.45 | ₹12,522.76 |
| 6 | Dry stone pitching (any thickness) excluding cost of stones.
On Top copings of banks | 4.65 | Cum | 673.8 | ₹3,131.15 |
| 6.1 | On Slopes | 8.95 | Cum | 693.95 | ₹6,211.55 |
| 7 | Carriage of Crates by an Avg. lead of 35 KM and 300 Mtrs by HL | 0.45 | MT | 1,783.14 | ₹802.41 |
| 8 | Stones From an Avg. lead 50 Mtrs. By HL | 12.3 | Cum | 236.08 | ₹2,903.78 |
| 9Extraction of Stones (Nallah) from various Pockets Including Loading, Unloading and Carriage by Head Load. | |||||
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