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| Tender ID | 4035402 |
|---|---|
| Organisation Name | Municipal Corporation |
| Tender Brief | Construction Of Community Centre, Sector 24, Chandigarh. |
| Last Date For Submission | 4th May, 2026 |
| Opening Date | 04 May, 2026 |
| Document Cost | 5000.00 |
|---|---|
| EMD | 2114565.00 |
| Estimated Cost | 105727576.00 |
| City | Chandigarh |
|---|---|
| State | Chandigarh |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m. In All kind of Soil. | 5188.210 | Cum |
| 2 | Earth Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil | 2681.970 | Cum |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, onsolidating each deposited layer by ramming and watering, lead up to 50 m and lift pto 1.5 m. (DSR 2.25) | 484.470 | Cum |
| 4 | CARRIAGE OFEarth By Mechanical Transport including loading,unloading and stacking for 5 Km Lead (DSR 1.1.2) | 4703.740 | Cum |
| 5 | Providing and laying integral cement based treatment for water proofing on horizontal surface at all depth below ground level for under ground structures as directed by Engineer-in-Charge and consisting of : (i) Ist layer of 22 mm to 25 mm thick approved and specified rough stone slab over a 25 mm thick base of cement mortar 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound conforming to IS:2645 in the recommended proportion over the leveling course (leveling course to be paid separately). Joints sealed and grouted with cement slurry mixed with water proofing compound. (ii) 2nd layer of 25 mm thick cement mortar 1:3 (1 cement: 3 coarse sand) mixed with water proofing compound in recommended proportions. (iii) Finishing top with stone ggregate of 10 mm to 12 mm nominal size spreading @ 8 cudm/sqm thoroughly embedded in the 2nd layer. Using rough kota stone. (DSR 22.1.1) | 1576.230 | Sqm |
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