The Rajasthan Department of Local Bodies has published a tender for "Interlocking Drain Work From Prakash House to Mohan House ward No3 Buhana" on the 20 Sep 2025. This tender belongs to Paving and drain category. This tender is published in Jhunjhunu, Rajasthan location. The vendors interested in this tender and related Paving and drain 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.
Related alert: drainage Tenders | construction of drain Tenders | road and drain Tenders
Related categories: Road and building Tenders | Road Related Works Tenders | Paving and drain Tenders |
Around 22187 tenders were floated in Rajasthan in the past month with major spending on construction materials Tenders, school repairs Tenders, road construction Tenders
Tender Title | Interlocking Drain Work From Prakash House to Mohan House ward No3 Buhana |
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Tender Description | dressing of earth work in surface excavation including cutting and filling upto 30cm depth including disposal of excavated earth upto 50m and lift upto 1.5 m. construction of embankment with approved material obtained from borrow pit with all lifts and leads, transporting to site, spreading, grading to required and compacting by vibratory roller 8-10 tonne to meet requirement of table 300-2 including cost of compensation for earth taken from private land complete as per mort&h specification clause 305. (lead taken upto 5 km) providing and laying lean cement concrete 1:4:8 in sub- base over a prepared sub-grade with coarse and fine aggregate conforming to is: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradationafter blending to be as per table 600-1, cement content not to be less than 150 kg/ , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 mpa at 7 |
Comments | dressing of earth work in surface excavation including cutting and filling upto 30cm depth including disposal of excavated earth upto 50m and lift upto 1.5 m. construction of embankment with approved material obtained from borrow pit with all lifts and leads, transporting to site, spreading, grading to required and compacting by vibratory roller 8-10 tonne to meet requirement of table 300-2 including cost of compensation for earth taken from private land complete as per mort&h specification clause 305. (lead taken upto 5 km) providing and laying lean cement concrete 1:4:8 in sub- base over a prepared sub-grade with coarse and fine aggregate conforming to is: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradationafter blending to be as per table 600-1, cement content not to be less than 150 kg/ , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 mpa at 7 |
Published Date | |
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Due Date | 29 Sep 2025 00:00:00 |
Estimated Value | 11.09 Lakh |
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EMD | 0 INR |
Processing Fee | 0 INR |