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Tender Value
₹1.0 Cr
EMD Value
₹2.1 L
Closing Date
28 Jul 2026, 4:00 pm2d left
Executive Engineer FCD Jammu
Executive Engineer FCD Jammu
Construction of flood protection along left side of Nikki Tawi from Satsang Ghar, Baba Bundan Ali Shah School at Barjala, Khandwal by way of construction of earthen embankment with revetment crates and 01 No. Stud 24m long and allied works (At spots)
2026_IFC_315477_3
e-NIT No. 10 of 2026-27
Open Tender
Civil Works
Percentage
90 days
Jammu
as per nit
2 documents required · 2 mandatory
₹5,000
Executive Engineer FCD Jammu
₹2.1 L
28 Jul 2026
10 Jul 2026
29 Jul 2026
10 Jul 2026
28 Jul 2026
10 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 |
|---|---|---|---|---|---|
| 1Earth 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 : | |||||
| 2 | Hand packing of stones in wire crates excluding cost of stones and crates | - | Cum | 1 | - |
| 3Dry stone pitching (any thickness) excluding cost of stones. | |||||
| 3.01 | On Horizontal | 21 | cum | 1 | ₹20.98 |
| 3.02 | On Slopes | 93 | cum | - | - |
| 4 | Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, rolling each layer with 1/2 tonne roller or wooden or steel rammers and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m in all kinds of soil: | 2,018 | cum | - | - |
| 5 | Banking excavated earth in layers not exceeding 20cm in depth, breaking clods, rolling each layer with 1/2 tonne roller or wooden or steel rammers 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: | - | Cum | 1 | - |
| 6Supply of stones | |||||
| 7Carriage of stones from neareast source to site of work 10 km by MT including loading, unloading, stacking complete | |||||
| 8Carriage of earth average from neareast source to site of work 1 km by MT including loading, unloading, stacking complete | |||||
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