Municipal Corporation Of Delhi has published Improvement And Development Of Slf Ghazipur. Improvement And Development Of Slf Ghazipur. Sh Construction Of Wbm Road By 0 From Newly Constructed Road From Near Turning Point Towards Waste To Energy Plant To Top ( Towards Live Stock Market ) For The Tr. Submission Date for this Tender is 02-08-2021. Road Work Tenders in SLF Ghazipur Delhi. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | 16.1 Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm. depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. |
| 2 | 16.3.2 Supply and stacking at site. 63 mm to 45 mm size stone aggregate. |
| 3 | 16.3.3 Supply and stacking at site. 53 mm to 22.4 mm size stone aggregate. |
| 4 | 16.3.6 Supply and stacking at site. Stone screening 13.2 mm nominal size (Type A). |
| 5 | 16.3.7 Supply and stacking at site.Stone screening 11.2 mm nominal size (Type B). |
| 6 | 16.3.8 Supply and stacking at site. Red bajri |
| 7 | 16.4 Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required densityDeduct (187.92+140.94) = 328.86 cum @20% = 65.77 cum |
| 8 | 16.78.1 Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 |
| 9 | 16.3.9 Supply and stacking at site. good earth |
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