The Nagar Palika Parishad Executive Officer Dhalwala has published a tender for "BHAWAN NIRMAN KARYA" on the 23 Dec 2025. This tender belongs to Community Hall Construction category. This tender is published in Tehri Garhwal, Uttarakhand location. The vendors interested in this tender and related Community Hall Construction tenders can obtain further details by exploring Tendersniper web portal. 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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In Tehri Garhwal district, Uttarakhand, a total of 5 Community Hall Construction tenders have been published, with
| Tender Title | BHAWAN NIRMAN KARYA |
|---|---|
| Tender Description | laying and jointing pvc pipe. heading 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 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by engineer-in-charge. filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - all work up to plinthlevel : 1:4:8 (1 cement : 3 coarse sand (zone-iii): 6 graded stoneaggregate 40 mm nominal size) 1:1½:3 (1 cement: 1½ coarse sand (zone-iii) : 3 graded stoneaggregate 20 m |
| Comments | laying and jointing pvc pipe. heading 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 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by engineer-in-charge. filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - all work up to plinthlevel : 1:4:8 (1 cement : 3 coarse sand (zone-iii): 6 graded stoneaggregate 40 mm nominal size) 1:1½:3 (1 cement: 1½ coarse sand (zone-iii) : 3 graded stoneaggregate 20 m |
| Published Date | |
|---|---|
| Due Date | 09 Jan 2026 00:00:00 |
| Estimated Value | 35.43 Lakh |
|---|---|
| EMD | 0 INR |
| Processing Fee | 0 INR |