The Shri Sanwaliya Ji Mandir Mandal has published a tender for "18 - Construction of CC With Drain in Ground Near Hospital at Mandfiya" on the 01 Oct 2025. This tender belongs to Drain Construction category. This tender is published in Chittaurgarh, Rajasthan location. The vendors interested in this tender and related Drain 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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Shri Sanwaliya Ji Mandir Mandal issued 0 tenders for Drain Construction last year
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| Tender Title | 18 - Construction of CC With Drain in Ground Near Hospital at Mandfiya |
|---|---|
| Tender Description | construction of dry lean cement concrete 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 gradation after 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 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. construction of un-reinforced , plain cement concrete pavement m-40 (grade), thickness as per design, over a prepared sub base, with 43/53 grade cement as per clause 602.2.2 , coarse and fine aggregates conforming to is:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a |
| Comments | construction of dry lean cement concrete 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 gradation after 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 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. construction of un-reinforced , plain cement concrete pavement m-40 (grade), thickness as per design, over a prepared sub base, with 43/53 grade cement as per clause 602.2.2 , coarse and fine aggregates conforming to is:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a |
| Published Date | |
|---|---|
| Due Date | 23 Oct 2025 00:00:00 |
| Estimated Value | 8.12 Crore |
|---|---|
| EMD | 0 INR |
| Processing Fee | 0 INR |