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Tender ID
Tender Value
₹4.9 L
EMD Value
₹9,800
Closing Date
17 Mar 2026, 10:00 amClosed
Executive Engineer
EE HP PWD Division Tanda at Nagrota Bagwan
Restoration of rain damages on link road from Kahanphatt Toru road Km 0/000 to 3/000 in District Kangra (HP) (SH-Construction of G.I. wire crate at RD 03/85 to 0/397 (L/side ) and 2/825 to 2/840) (R/side)
2026_PWD_130698_1
Nagrota 7.03.2026
Open Tender
Civil Works - Roads
Percentage
90 days
Nagrota Bagwan
Please refer Tender documents.
11 documents required · 11 mandatory
₹350
₹9,800
9 Mar 2026
9 Mar 2026
17 Mar 2026
9 Mar 2026
17 Mar 2026
9 Mar 2026
Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m (One point five metre) in width or 10 sqm (Ten square metre) on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m (One point five metre), including getting out the excavated soil and disposal of surplus excavated soils as directed, within a any lead as directed by the Engineer-in-charge, within all leads, lifts and other incidentals as per specifications, approved drawing, design and as directed by the Engineer-in-charge.
Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 (Ten into twelve) (D=100 mm (One hundred millimetre) with tolerance of ±2%), Zinic+10% Al alloy+PVC coated, Mesh wire diameter 2.7/3.7mm (Two point seven/three point seven millimtere) (ID/OD), mechanically edged/ selvedged with partitions at every 1m interval and shall have minimum 10 (Ten) numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2mm (Two point two/ three point two millimtere) (ID/OD), supplied @3% (Three percent) by weight of Gabion boxes, filled with boulders with least dimension of 200 mm (Two hundred millimtere), as per drawing, all ccomplete including carriage of material within all leads, lifts and other incidentals as per specifications, approved drawing, design and as directed by the Engineer-in-charge.
Backfilling behind abutment, wing wall and return wall complete as per drawings and technical specification Clause 1204.3.8, complete including carriage of material within all leads, lifts and other incidentals as per specifications, approved drawing, design and as directed by the Engineer-in-charge.
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Sbd.pdf
Tender Documents • 5.54 MB
BOQ_193262.xls
BOQ • 0.35 MB
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