The Rajasthan State Industrial Development and Investment Corporation Sr DGM has published a tender for "Repair of roads at industrial area Kaharani" on the 24 Sep 2025. This tender belongs to Road Repair category. This tender is published in Alwar, Rajasthan location. The vendors interested in this tender and related Road Repair 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 | Repair of roads at industrial area Kaharani |
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Tender Description | repair of roads at industrial area kaharani granular sub-base with close graded material (table:- 400-1), for grading-i material 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, coarse and fine aggregates conforming to is:383, maximum size of coarse aggrega |
Comments | repair of roads at industrial area kaharani granular sub-base with close graded material (table:- 400-1), for grading-i material 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, coarse and fine aggregates conforming to is:383, maximum size of coarse aggrega |
Published Date | |
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Due Date | 04 Oct 2025 00:00:00 |
Estimated Value | 49.86 Lakh |
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EMD | 0 INR |
Processing Fee | 0 INR |