The HUD Arunachal Pradesh has published a tender for "Construction of Type-III (2 unit) for RA and UDC of DPU, Leparada Distric" on the 13 Mar 2026. This tender belongs to Apartment repair services category. This tender is published in Papum Pare, Arunachal Pradesh location. The vendors interested in this tender and related Apartment repair services 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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| Tender Title | Construction of Type-III (2 unit) for RA and UDC of DPU, Leparada Distric |
|---|---|
| Tender Description | [sh:-c/o type-iii quarter building] building portion earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m. re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete. filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete. providing and laying in foundations and plinth cement concrete 1 : 5 : 10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. reinforced concrete work in foundations, foo |
| Comments | [sh:-c/o type-iii quarter building] building portion earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m. re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete. filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete. providing and laying in foundations and plinth cement concrete 1 : 5 : 10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. reinforced concrete work in foundations, foo |
| Published Date | |
|---|---|
| Due Date | 20 Mar 2026 00:00:00 |
| Estimated Value | 0.0 |
|---|---|
| EMD | 0 INR |
| Processing Fee | 0 INR |