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Tender Value
Refer Docs
EMD Value
₹9,883
Closing Date
3 Oct 2026, 11:00 am6d left
Executive Engineer
JSD Katrain
Restoration of rain damages Sewerage scheme Manali Town Tehsil Manali Distt Kullu HP SH Dismantling re laying jointing and testing of DI pipe 150 mm dia near parking
2026_HPIPH_144024_1
5025-51 dated 22-09-2026
Open Tender
Civil Works
Item Rate
KATRAIN
Please refer Tender documents.
2 documents required · 2 mandatory
₹350
Yes
₹9,883
Yes
23 Sept 2026
23 Sept 2026
3 Oct 2026
23 Sept 2026
3 Oct 2026
23 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Demolition below G.L. upto 1.50Metres depth and disposal of unserviceable materials within 20 metres lead:Un-reinforced cement concrete more than 15 cm. Thickness. | 31.2 | Cum | - | - |
| 2 | Execavation in foundations trenches etc. in earth work lift upto 1.50 mtr. Stacking the excavated soil not more than 3 mtr. Clear from the edge of excavation & then returning the stacked soil in 15 cm layers, when required in to plinth side of foundation etc. consolidating each deposited layer by ramming & watering and then disposing of allsurplus excavated earth as directed withen a lead of 20 mtrs. in pick and jumper work. | 117 | Cum | - | - |
| 3Dismantling in trenches centrifugally cast spun ductile iron pipe 150 mm dia class K-7 with push on joints inside cement mortar. Dismantling D.I. pipe (external work) including excavation and refilling trenches after taking pout the pipes, manually/by mechanical means including stacking of pipes with in 50meters leads and lifts as per direction and entire satisfaction of Engineer-in-charge. | |||||
| 3.01 | 150 mm dia | 60 | Rmt. | - | - |
| 4Relaying, jointing and testing of centrifugally cast spun ductile iron pipe 150 mm dia class K-7 with push on joints inside cement mortar within all leads and lifts as per direction and entire satisfaction of Engineer-in-charge. | |||||
| 4.01 | 150 mm dia | 60 | Rmt. | - | - |
| 5 | Providing and laying cement concrete 1:2:4 )1cement 2 sand 4 graded stone agg. 20mm nominal size )and curing complete excluding cost of form work in foundation and plinth within all leads and lifts | 23.4 | Cum | - | - |
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