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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical VILLAGE VILLAGE TEHSIL BAIJNATH DISTRICT KANGRA | MANDI | HIMACHAL PRADESH | 175013 | Accepted-Technical Accept |
| 2 | Accepted-Technical R O VILLAGE SAYANH P O LOHARA TEHSIL BATH DISTT MANDI H P | MANDI | HIMACHAL PRADESH | 175001 | Accepted-Technical Accept |
| 3 | Accepted-Technical V P O SEHAL TEHSIL BAIJNATH DISTT KANGRA H P | MANDI | HIMACHAL PRADESH | 175013 | Accepted-Technical Accept |
| 4 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹4.7 L
EMD Value
₹9,359
Closing Date
8 Apr 2026, 10:30 amClosed
EE Jal Shakti Division Thural
EE Jal Shakti Division Thural
Removal of silt from Sedimentation tank of old WTP at Parour and Replacing of Top layer of fine sand from 2 No. slow sand filters at WTP Parour
2026_HPIPH_132598_1
EE/JSVD/THL/2025-26-15054-83 Dt. 27.03.2026
Open Tender
Miscellaneous Works
Item Rate
30 days
EE Jal Shakti Division Thural
Please refer Tender documents.
8 documents required · 8 mandatory
₹350
EE Jal Shakti Division Thural
₹9,359
10 Apr 2026
27 Mar 2026
8 Apr 2026
27 Mar 2026
8 Apr 2026
27 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Removal of Silt wet malwa from sedimentation tank including dewatering where ever required stacking usable/unusable soil seperating not more than three meter from the structure as per direction of Engineer-in-Charge with in all leads and lift. | |||||
| 2Removal of Silt and replacing of horizontal layer of filter media duly graded screening and washed at WTP Parour as per direction of Engineer-in-Charge with in all leads and lift. | |||||
| 3Providing and placing in position in horizontal top filter media as per IS:8419 (part1) 1977 top layer fines sand screened cleaned, washed and graded effective size 0.20 to 0.40 mm with uniformity co-efficient 2-3mm as per direction of Engineer-in-Charge with in all leads and lift. | |||||
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