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| Tender ID | 3885621 |
|---|---|
| Organisation Name | Municipal Corporation |
| Tender Brief | Construction Of Drain Along Boundary Wall To Collect And Proper Disposal Of Leachate At Dumping Ground Dadumajra Chandigarh. |
| Last Date For Submission | 13th Apr, 2026 |
| Opening Date | 13 Apr, 2026 |
| Document Cost | 5000.00 |
|---|---|
| EMD | 601806.00 |
| Estimated Cost | 30090282.00 |
| City | Chandigarh |
|---|---|
| State | Chandigarh |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Earth work/Municipal Solid Waste in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. (DSR 2.6.1-2.36) | 5889.00 | Cum |
| 2 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil (DSR 2.26.1) | 1060 | Cum |
| 3 | Preparation of Sub-Grade by Loosening of the ground upto a level of 150mm below the sub grade level, watered, graded and compacted in layers to meet requirement of Table 300-2 for sub grade construction. | 3220.24 | Sqm. |
| 4 | Construction of compacted granular sub base by providing and laying, spreading and compacting course graded sub base material sand , morrow, graval, crushed stone of combination thereof confirming to grading I of table 400.2 of MORTH specification (5th revision). The material shall be mixed by mix in place method or with rotavator at OMC and carried to site, spread in uniform layers and compacted with 8-10 tones smooth heeled/Vibratory roller to achieve desired density. Complete in all respect as per clause 401 of MORT&H specification (5th revision) | 981.00 | Cum. |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - -All work upto plinth level: ( 1 Cement: 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) (DSR 4.1.10) | 491.00 | Cum. |
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