The HPSEBL Tenders | Himachal Pradesh State Electricity Board Ltd has published a tender for "Restoration of Temporary Diversion channel of Nogli Power House(2.5 MW) Intake RD153 to 178 Meter riverside RD 168 to 173 (hillside) damaged due to heavy rain / flood in Nogli Khad during 07/2024 under Ganvi Power House Division Jeori." on the 30 Aug 2024. This tender belongs to Road Relaying category. This tender is published in Kinnaur, Himachal Pradesh location. The vendors interested in this tender and related Road Relaying tenders can obtain further details by registering in the Tendersniper web portal. Upon registration, Tendersniper sends regular tender alerts by email specifically addressing the user requirements (i.e., keywords, location and value range). Government business is a growing area of opportunity. The businesses are encouraged to actively monitor tender opportunities and participate in them to grow their business.
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Tender Title | Restoration of Temporary Diversion channel of Nogli Power House(2.5 MW) Intake RD153 to 178 Meter riverside RD 168 to 173 (hillside) damaged due to heavy rain / flood in Nogli Khad during 07/2024 under Ganvi Power House Division Jeori. |
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Tender Description | earth work in excavation by mechanical means (hydraulic excavator )manual means over areas (exceeding 30 cm in depth, 1:5 m, in width as well as 10sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5 as direction by engineer-in-charge. wire crates of g.i wire filled with square cut faces against the wire (wire crates to be measured & paid for separately). wire crates of g.i wire filled with boulders with square cut faces against the wire (boulder filling to be measured & paid for separately). g.i wire 5mm thick corresponding to swg-6 15 x 15 cm mesh. stone filling behind the crate wall. providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - all work up to plinth level :1:2:4(1 cement : 2coarse sand) : 4 graded stone aggregate 20 mm nominal size).a) foundation and plinth. centering and shuttering including strutting, propping etc. and removal of formwork for:-foundation, footing, |
Comments | earth work in excavation by mechanical means (hydraulic excavator )manual means over areas (exceeding 30 cm in depth, 1:5 m, in width as well as 10sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5 as direction by engineer-in-charge. wire crates of g.i wire filled with square cut faces against the wire (wire crates to be measured & paid for separately). wire crates of g.i wire filled with boulders with square cut faces against the wire (boulder filling to be measured & paid for separately). g.i wire 5mm thick corresponding to swg-6 15 x 15 cm mesh. stone filling behind the crate wall. providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - all work up to plinth level :1:2:4(1 cement : 2coarse sand) : 4 graded stone aggregate 20 mm nominal size).a) foundation and plinth. centering and shuttering including strutting, propping etc. and removal of formwork for:-foundation, footing, |
Published Date | |
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Due Date | 04 Sep 2024 00:00:00 |
Estimated Value | 9.46 Lakh |
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EMD | 0 INR |
Processing Fee | 0 INR |