Restoration of rain damages to FIS Lower Seobag GP Gahar in Tehsil Distt Kullu HPSH CO CC main channel at RD 695 to 845 150 mtr and providing laying jointing testing of HDPE pipes 255 mm dia at RD 615 to 695 mtrs
HP Irrigation and Public Health · Kullu, Himachal Pradesh · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹7.9L
- EMD: ₹16K
- Published: 30 Oct 2026
- Closing date: 10 Nov 2026
- Status: open
- Status as of: 05 Nov 2026 06:03 UTC
- Ministry: Government of Himachal Pradesh
- Department: Jal Shakti Vibhag
- Office: Jal Shakti Division Katrain
Description
Restoration of rain damage to the FIS Lower Seobag in GP Gahar, Kullu, including construction of a 150 m CC main channel and laying, jointing and testing HDPE pipes. Estimated cost is Rs. 786,178. The NIT states a two-month time limit, while a later clarification specifies completion within six months from the stated commencement trigger.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
- Certifications: JSV Department contractor registration in appropriate class, Material test certificates for materials as required by the Engineer-in-Charge
- Documents required: Certificate of registration with JSV Department in appropriate class, Material test certificates as required by the Engineer-in-Charge, Test certificate/reports as required by HPSEBL from HP Chief Electrical Inspector for release of power supply connection
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Commercial terms
- Bid type: Item Rate
- Evaluation: Item rate
- Make in India (MII): No
- MSE preference: No
Line items (5)
- Excavation in foundations, trenches etc., in earth work lift upto 1.50 Metres stacking the eacavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15cm. layers, when required in to plinths sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in a lead of 20 metres to the entire staisfaction of Engineer-in-charge with in all leads and lifts. — Qty: 50.63 Cum
- Hand mixed concretre lining in bed — Qty: 37.43 Cum
- Hand mixed concrete lining in side slopes. — Qty: 13.5 Cum
- Extra allowances for form work in concrete lining on side slopes within all leads and lifts as per the instructions of the Engineer-in-charge. — Qty: 120 Cum
- 225mm dia PE-80, PN-6.0 — Qty: 80 Rmt.
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