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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Accepted |
| 2 | Accepted-Technical | Accepted-Technical Accepted |
| 3 | Accepted-Technical VILL PO GHANALWIN TEHSIL GHUMARWIN DISTT BILASPUR H P | BILASPUR | HIMACHAL PRADESH | 174001 | Accepted-Technical Accepted |
Tender Value
Refer Docs
EMD Value
₹16,500
Closing Date
6 Aug 2026, 5:00 pmClosed
Executive Engineer Jal Shakti Division Ghumarwin
Executive Engineer Jal Shakti Division Ghumarwin
Augmentation of LWSS to MC Ghumarwin in Tehsil Ghumarwin Distt Bilaspur HP SH C O Gabion wall to protect the private land at village Nalti near head works RD from 0 to 15 mtrs and Cutting etc
2026_HPIPH_140223_1
GMR-BLP02-737(4932-78)Nalti
Open Tender
Civil Works
Item Rate
90 days
Ghumarwin
Please refer Tender documents.
6 documents required · 6 mandatory
₹350
₹16,500
10 Aug 2026
30 Jul 2026
7 Aug 2026
30 Jul 2026
6 Aug 2026
30 Jul 2026
30 Jul 2026 - 6 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundation and trenches etc.(in pipes and pits) in all kinds of soils such as pick work, jumper work, blasting in soft / hard rock, chiselling/wedging out of rock/where blasting prohibited) saturated soil stacking the excavated earth within all leads and lifts clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer –in-charge.(a) (Pick Work=0.00%.Pick&Jumper WORK | 56 | P/Cum | - | - |
| 2 | Hiring of earth cutting/excavating machineries to be deployed for earth cutting/excavating or filling making diversion bandh and channel wherever required including cost of fuel oil lubricants and wages of operational staff any repair breakage during operation will be carried out by the owner at his own risk and cost including shifting of machinery one place to another place at required location. Actual working hours will be accounted for the payment and six hour per day working will required average minimum 20 cum (twenty cum) excavation in all kinds of soil including loading in tippers trucks and disposal of excavated earth in all leads and lifts will have to be ensured one hour working. | 3.38 | P/Hours | - | - |
| 3.01 | Wire crates of G.I. Wire filles with boulders with square cut faces against the wire ( wire crates to be measured and paid for seperatly) | 140 | P/Cum | - | - |
| 4 | Wire crates made of G.I. Wire filled with boulders with square cut faces against the wire ( Boulder filling to be measured and paid for seperatly) 15cmx 15cm mesh G.I. Wire 5mm thick corresponding to SWG 5 . | 675 | P/Sqmt. | - | - |
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