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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical VPO KANGOO TEHSIL NADAUN DISTT HAMIRPUR | Accepted-Technical Accepted |
| 2 | Accepted-Technical 0 MATADIN KAKRAHI KAKRAHI BHARTHANA ETAWA ETAWAH UTTAR PRADESH 206242 | ETAWAH | UTTAR PRADESH | 206242 | Accepted-Technical Accepted |
| 3 | Accepted-Technical BELOW SLAUGHTER HOUSE KRISHNA NAGER SHIMLA | SHIMLA | SHIMLA | HIMACHAL PRADESH | Accepted-Technical Accepted |
Tender Value
₹2.5 L
EMD Value
₹5,014
Closing Date
2 Mar 2026, 11:00 amClosed
EE
JSV Division Nadaun
Restoration of Rain Damaged to LWSS Daswin Tihri in Tehsil Galore Distt Hamirpur
2026_HPIPH_129328_1
JS-NDN-CB-Misc.Agr/2025-26/- 10321-70
Open Tender
Civil Works
Item Rate
30 days
Nadaun area
Construction of Retaining wall Protect the civil structures from rain water at head works Daswin Tihri
8 documents required · 8 mandatory
₹500
EE Nadaun
₹5,014
5 Mar 2026
23 Feb 2026
2 Mar 2026
23 Feb 2026
2 Mar 2026
23 Feb 2026
23 Feb 2026 - 2 Mar 2026
Excavation in foundation and trenches in earth work lifts upto 1.50meters stacking the excavated soil not more than 3 meters clear from the edge of excavation and then & returning the stacked soil in 15 cm layers when reuired into plinths sides of foundations etc. conslidating each deposited layer by ramming & watering & then disposing of all surplus excavated earth as directed with in a lead of 20 meters complete and entire satisfection of Engineer in Charge.
Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centering,shuttering,strutting and propping and centering srutting and propping and centring below supporting floor to ceiling not exceeding 4 meters and removal of the same for insitu-reinforced concrete and plain.
Vertical surfaces such as walls(any thickness) partitions and the like including attached pillasters,buttresses,plinth and string courses and the like complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-Charge.
Providing and laying cement concrete 1:5:10 (1cement:5sand: 10graded stone aggregate 40mm nominal size) with 15% plum and curing complete excluding cost of form work in retaining wall/breast wall, the size of plums shall usually 150mm to 300mm as per H.P.W.D specification in all leads and lifts.
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