Tender Details
Tender Title / Description
| Tender Title | lot-28 narala me dhih baba ke sathan se ravindra yadav ke hata hote huai byamshala tak worck |
|---|---|
| Tender Description | wbm g-3: (22.4-53mm) providing and laying spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform 7.5 cm. thickness hand packing rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber applying and brooming stone screening/binding materials to fill-up the interstices of coarse aggregate watering and compacting to the required density grading-3 as per mord specification clause 405 s.no. 4.7(3) grade-3 compacted qty. construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness asper design, over a prepared sub base, with 43 grade cement or any ofther type as per clause 1501.2.2 m 30 (grade) , coarse and fine agregates conforming to is: 383, maximum sixe of coarse aggregates not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 capicity and appropriate weigh batcher using approved mix design, laid in approved f |
| Comments | wbm g-3: (22.4-53mm) providing and laying spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform 7.5 cm. thickness hand packing rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber applying and brooming stone screening/binding materials to fill-up the interstices of coarse aggregate watering and compacting to the required density grading-3 as per mord specification clause 405 s.no. 4.7(3) grade-3 compacted qty. construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness asper design, over a prepared sub base, with 43 grade cement or any ofther type as per clause 1501.2.2 m 30 (grade) , coarse and fine agregates conforming to is: 383, maximum sixe of coarse aggregates not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 capicity and appropriate weigh batcher using approved mix design, laid in approved f |
Important Dates
| Published Date | |
|---|---|
| Due Date | 17 Nov 2025 00:00:00 |
Estimate and EMD
| Estimated Value | 0.0 |
|---|---|
| EMD | 0 INR |
| Processing Fee | 0 INR |