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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Accepted |
| 2 | Accepted-Technical ANDHRA POWER HOUSE DIVISION HPSEBL CHIRGAON 171208 | SHIMLA | HIMACHAL PRADESH | 171208 | Accepted-Technical Accepted |
| 3 | Accepted-Technical | Accepted-Technical Accepted |
Tender Value
Refer Docs
EMD Value
₹12,000
Closing Date
18 Feb 2026, 5:00 pmClosed
Executive Engineer Jal Shakti Division Ghumarwin
Executive Engineer Jal Shakti Division Ghumarwin
Restoration of rain damages of LWSS Chatt Himmer in Ghumarwin Distt. Bilaspur SH Repair of Filter Bed and Rising main
2026_HPIPH_128140_1
GMR-BLP02-737(13825-76)Filter
Open Tender
Civil Works
Item Rate
90 days
Ghumarwin
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
₹12,000
2 Mar 2026
10 Feb 2026
19 Feb 2026
10 Feb 2026
18 Feb 2026
10 Feb 2026
10 Feb 2026 - 18 Feb 2026
Removing and stacking / disposed of old filter media unserviceable up to a lead of 20 mtrs lift up to 1.50 mtrs disposed material and to the entire satisfaction of the Engineer-in-charge.
Top layer: (Fine sand)
2nd layer: 3mm to 6mm coursed sand.
Relaying and placing in horizontal layer filtering media duly graded, screened, washed and cleaned as specified by the Engineer-in-charge.
2nd layer: 3mm to 6mm coursed sand.
Top layer: (Fine sand)
Providing and placing in horizontal layer filtering media duly graded, screened, washed and cleaned as specified by the Engineer-in-charge.
2nd layer: 3mm to 6mm coursed sand.
Top layer: (Fine sand)
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 soil as directed by the Engineer-in-charge 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 in all leads and lifts.
Pick Work
Providing Circumferencial Butt Welded joints by electrical arc welding to following dia GI Pipe 1239-2001 welded in requisite number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS 816-1969 specifications, by using welding electrodes of 2.5 mm to 6.3 mm of Advani Oerlikon (Adore) - CITOJET / ESAB make, conforming to IS 814-1991, at site of work complete in all respects, including manual / mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge.
150 mm dia
100 mm dia
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Condition.pdf
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BOQ_189268.xls
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