Chenab Valley Power Projects Private Limited Tender

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The Chenab Valley Power Projects Private Limited has issued a formal invitation for competitive bids for Widening Of Road From Bhandarkoot To Drandooru- Dam Site Of Pakal Dul He Project (rd 4/125 To 4/475) Km, Cvppl, Kishtwar, Jnk in Kishtwar, Jammu & Kashmir, with an estimated contract value of Rs. 63,29,096. The bid opening date for this tender is 11-12-2024 and the last date for bid submission is 01-01-2025. Interested bidders for Chenab Valley Power Projects Private Limited tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.

Chenab Valley Power Projects Private Limited Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date11 Dec 2024
Closing Date1 Jan 2025
Tender Amount₹ 63,29,096 
Notes
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Costs

Summary

Widening Of Road From Bhandarkoot To Drandooru- Dam Site Of Pakal Dul He Project (rd 4/125 To 4/475) Km, Cvppl, Kishtwar, Jnk

Description

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Documents
Widening of Road from Bhandarkoot to Drandooru- Dam Site of Pakal Dul HE Project (RD 4/125 to 4/475) KM, CVPPL, Kishtwar, JnK.
Widening of Road from Bhandarkoot to Drandooru- Dam Site of Pakal Dul HE Project (RD 4/125 to 4/475) KM, CVPPL, Kishtwar, JnK
Widening of Road from Bhandarkoot to Drandooru- Dam Site of Pakal Dul HE Project (RD 4/125 to 4/475) KM, CVPPL, Kishtwar, JnK
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BOQ Items

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Earth work in bulk excavation by mechanical means(hydraulic excavator) over areas(exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. Hard Rock (Blasting Prohibited).

220.96

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Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: stone aggregate 20 mm nominal size) 1:3:6.

128.63

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Supplying and stacking at site Graded crushed stone aggregate of size 90 mm to 45 mm

91

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Dry random rubble masonry with hard stone in foundation and plinth: With bond stone.

353.33

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Supplying and stacking at site Graded crushed stone aggregate of size 53mm to 22.4 mm.

70

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Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters.

700

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Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/ vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.

327.6

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Supplying and stacking at site Graded crushed stone aggregate of size 11.2 mm nominal size (Type B).

13.3

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Supplying and stacking at site Graded crushed stone aggregate of size 63mm to 45mm.

70

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Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas(exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil.

1657.22

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Random Rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 Cement: 6 coarse sand: 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement: 6 coarse sand) Nallah.

490.08

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