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Tender ID
Tender Value
₹14 L
EMD Value
₹28,000
Closing Date
2 Apr 2026, 4:00 pmClosed
Executive Engineer PMGSY Division Handwara
Office of the Ex Engineer PMGSY Division Handwara
Permanent Restoration of Kukroosa Zaffarkhani Waisa Kawnar road
2026_KSRRD_146994_12
EE/PMGSY/HDW/eNIT/10/2025-26
Open Tender
Civil Works - Roads
Percentage
Handwara
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
Executive Engineer PMGSY Division Handwara
₹28,000
14 Mar 2026
14 Mar 2026
3 Apr 2026
14 Mar 2026
2 Apr 2026
14 Mar 2026
Jacketing of Culvert
Earthwork in excavation by mechanical means (hydralic Excavator )in trenches for foundation,drains,pipes cables etc. (not exceeding 1.5m in width) and for shafts,wells,cespits and the like not exceeding 10sqm on plan including dressing of sides ramming of bottoms lift upto 1.5 m including getting out excavated earth and disposal of surplus excavated earth within the lead of 50m (all kinds of soils)
P/Laying in position cement conc of specific grade including curing but excluding cost of centering and shuttering all works upto plinth level Pcc Grade M15 1:2:4 (1cement :2 Course sand :4 Graded stone )
Providing and laying of TMT reinforcement
Back filling with granular material back side of walls including cost of material Complete Job
Providing weep holes in plain/reinforced cement concrete abutment, wing wall & return wall with 100mm dia AC pipe extending through the full width of the structures with slope of 1(v):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204. 3.7 complete job.
Crate Work
Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: 2.9.1 All kinds of soil
Providing and laying of 2nd Class Quarry stone in wire crates with 4 mm dia Black Anealed wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with Quarry stone weighing not less than 25 kg each as per drawing and technical specifications Clause 1301
Back filling with granular material back side of walls including cost of material Complete Job
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