The HUD Arunachal Pradesh has published a tender for "Construction of Approach Road for SWM Landfill Site at Jairampur Township SH Slip Clearance RRM Recarpeting Boundary Wall and R-wall" on the 04 Mar 2024. This tender belongs to Road Related Works category. This tender is published in Changlang, Arunachal Pradesh location. The vendors interested in this tender and related Road Related Works 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 | Construction of Approach Road for SWM Landfill Site at Jairampur Township SH Slip Clearance RRM Recarpeting Boundary Wall and R-wall |
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Tender Description | rrm wall excavation for structures (earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)i) ordinary soil manual means pcc 1:3:6 in foundation (plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications. random rubble masonry back filling behind abutment, wing wall and return wall complete as per drawing and technical specification. granular material plastering with cement mortar (1:3 ) on brick work in sub-structure as per technical specifications providing weep holes in brick masonry/plain/reinforced concrete abutmen |
Comments | rrm wall excavation for structures (earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)i) ordinary soil manual means pcc 1:3:6 in foundation (plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications. random rubble masonry back filling behind abutment, wing wall and return wall complete as per drawing and technical specification. granular material plastering with cement mortar (1:3 ) on brick work in sub-structure as per technical specifications providing weep holes in brick masonry/plain/reinforced concrete abutmen |
Published Date | |
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Due Date | 11 Mar 2024 00:00:00 |
Estimated Value | 0.0 |
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EMD | 0 INR |
Processing Fee | 0 INR |