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| Tender ID | 3814569 |
|---|---|
| Organisation Name | Public Works Department |
| Tender Brief | Cement Interlocking Tiles With Drain Work From Shree Ram Ke Ghar Se Babu Khatik Ke Ghar Ki Aur Nirman Kary Chiksana |
| Last Date For Submission | 27th Mar, 2026 |
| Opening Date | 30 Mar, 2026 |
| Document Cost | 500.00 |
|---|---|
| EMD | 9760.00 |
| Estimated Cost | 488000.00 |
| City | Multi city |
|---|---|
| State | Rajasthan |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bush, shrubs, saplings and trees of girth upto 300mm, removal of stumps, disposal of unserviceable material and stacking of serviceable material upto 1000 m from road boundry as p. By Mechanical Means. In area of light jungle | 0.037 | Hect. |
| 2 | Providing and laying granular sub-base material having P.I.not more than 6, including compacted thickness and consolidation by 8-10 tonne power roller at OMC to achieve desired density to required camber and grade including cost of water and hire charges of machinery, including T&P and all lead of material from quarry (compacted thickness to be measured). Grading as per MoRTH specification : Grading as per MoRTH specification : Table 400-1, 400-2 with CBR value not less than 30. To achieve 95% Proctor density | 56.498 | Cum. |
| 3 | Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 80 mm as per drawings and as per IS 15658:2006.and all materials shall conform to MoRTH Specification Clause 602 with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks.Category 'B' : Dentated only two side like I,Z,T shape as per IRC:SP:63-2004 | 348.750 | Sqm |
| 4 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead as per Technical Specification _____do___________ with lead upto 50 | 418.500 | Cum. |
| 5 | 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/ cum, 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. | 26.156 | Cum. |
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