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Tender ID
Tender Value
₹43.3 L
EMD Value
₹86,680
Closing Date
9 Mar 2026, 11:30 amClosed
EXECUTIVE ENGINEER
JAL SHAKTI DIVISION CHOWARI
Lump sum provision of Flood Protection work Distt Chamba HP (Providing Flood Protection Work to Channal Khad Sub Head C O wire crate work RD 2675 to 2825 150 rmt Left Bank and RD 2819 to 2840 21.00 rmt Right Bank
2026_HPIPH_129793_1
NIT NO 18631-18730 DATED 26-02-2026
Open Tender
Civil Works - Water Works
Item Rate
180 days
CHOWARI CHAMBA HP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,500
₹86,680
3 Jun 2026
27 Feb 2026
9 Mar 2026
27 Feb 2026
9 Mar 2026
27 Feb 2026
Excavation in earth work in all kinds of soils and banking in 20Cm layers including breaking clods ramming and dressing ground for the purpose of making embankment of filling up ground depression upto all leads and lift complete in all respect including all leads and lifts as per the direction of Engineer-in-Charge.
Wire crate made of G.I wire filled with boulders with square cut faces against the wire (wire crates to be measured and paid for seperately) in all lead and lift as per direction and to the entire satisfaction of Engineer-in-Charge.
Fixing of Wire crates made of G.I. wire filled with boulders with square cut faces against the wire (Boulder filling to be measured and paid for seperately) with G.I. wire 5.00mm thick corresponding to (SWG-6) of 15cmx15cm mesh in apron and sloping pitching including carriage of meterials within all leads and lifts as per direction and to the entire satisfaction of Engineer -in-Charge ( the wire crate to be made of GI wire ( 5.00mm thick) R & bwooron and double noted twisted)
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Excavation in earth work in all kinds of soils and banking in 20Cm layers including breaking clods ramming and dressing ground for the purpose of making embankment of filling up ground depression upto all leads and lift complete in all respect including all leads and lifts as per the direction of Engineer-in-Charge.
Wire crate made of G.I wire filled with boulders with square cut faces against the wire (wire crates to be measured and paid for seperately) in all lead and lift as per direction and to the entire satisfaction of Engineer-in-Charge.
Fixing of Wire crates made of G.I. wire filled with boulders with square cut faces against the wire (Boulder filling to be measured and paid for seperately) with G.I. wire 5.00mm thick corresponding to (SWG-6) of 15cmx15cm mesh in apron and sloping pitching including carriage of meterials within all leads and lifts as per direction and to the entire satisfaction of Engineer -in-Charge ( the wire crate to be made of GI wire ( 5.00mm thick) R & bwooron and double noted twisted)
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