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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Eligible |
| 2 | Accepted-Technical R O VILL GARH P O BARRAM TEHSIL JAISINGHPUR DISTT KANGRA H P | KANGRA | HIMACHAL PRADESH | 175013 | Accepted-Technical Eligible |
| 3 | Accepted-Technical VILLAGE GUHAR MAJHWAR P O UPPER BHAMBLA TEHSIL BALDWARA DISTT MANDI H P | MANDI | HIMACHAL PRADESH | 175001 | Accepted-Technical Eligible |
| 4 | Accepted-Technical | Accepted-Technical Eligible |
| 5 | Accepted-Technical HIMACHAL PRADESH HP | LAHUL AND SPITI | HIMACHAL PRADESH | 175133 | Accepted-Technical Eligible |
Tender Value
₹3.9 L
EMD Value
₹7,971
Closing Date
21 Aug 2026, 5:00 pmClosed
Executive Engineer JS Division Sarkaghat
Executive Engineer JS Division Sarkaghat
Retaining wall to protect the pump house and Sump well at Badon RD 0 to 11.20
2026_HPIPH_141087_1
5656-5700 dt. 12.08.2026
Open Tender
Civil Works
Item Rate
90 days
Baldwara
Please refer Tender documents.
7 documents required · 7 mandatory
₹350
Executive Engineer JS Division Sarkaghat
₹7,971
29 Aug 2026
12 Aug 2026
22 Aug 2026
12 Aug 2026
21 Aug 2026
12 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundation and trenches etc. in earth work in all kinds of soil such as pick work, jumper work, blasting soft or hard rock or by chiselling soft or hard rock where blasting is prohibited in all leads and lifts including trimming / dressing of sides and bed, stacking the excavated soil clear from the edge of excavation and returning the excavated soil after completion of work in 15cm layers when required into plinth, sides of foundation etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated soil as per satisfaction and direction of Engineer-in- charge. | 12.66 | Cum | - | - |
| 2Providing form work with steel plates of 3.15 mm thick welded with angle iron in frames 30x30x5 mm so as to give a fair finish including centring , shuttering, strutting and propping etc. with wooden battens and ballies, height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for-in-situ reinforced concrete and plain concrete work in:- | |||||
| 2.01 | Vertical surface such as wall ( any thickness) partion and the like including attached pilaster, butresses, plinth and string courses and the like with in all leads and lifts as per the direction of Engineer-in-Charge. | 51.11 | Sqm | - | - |
| 3 | Providing and laying cement concrete work 1:5:10( 1 cement :5 sand :10 graded stone agg. 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth. | 26.44 | Cum | - | - |
| 4 | Boulder filling behind retaining wall as per direction and to the entire satisfaction of Engineer-in-Charge. | 5.15 | Cum | - | - |
| 5 | Providing and laying 40mm thick with cement concrete flooring 1:2:4. | 208 | Sqm | - | - |
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