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| Tender ID | 4029737 |
|---|---|
| Organisation Name | Delhi Development Authority |
| Tender Brief | Construction Of Foot Path And Bus Lane Of 30.00 Metre R/w Roads In Sector- 38, Phase-v, Rohini (on Partly Available Land). |
| Last Date For Submission | 23rd Apr, 2026 |
| Opening Date | 24 Apr, 2026 |
| Document Cost | 0.00 |
|---|---|
| EMD | 394657.00 |
| Estimated Cost | 19732858.00 |
| City | Multi city |
|---|---|
| State | Multi State |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. a) All kinds of soil | 95.000 | cum |
| 2 | 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. | 2378.000 | Sqm |
| 3 | 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. a) With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 | 414.000 | cum |
| 4 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. (Whole work will be carried out as per up to date MoRT&H specifications). | 517.000 | cum |
| 5 | Providing and applying primer coat with bitumen emulsion on prepared surface granular base including clearing of road surface and spraying primers at the rate of 0.60 kg./sqm using mechanical means. A) With bitumen emulsion medium setting (M.S.) confirming to IS : 8887-1995 @ 0.6 kg per sqm | 2068.000 | sqm |
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