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| Tender ID | 4853311 |
|---|---|
| Organisation Name | Department Of Local Bodies |
| Tender Brief | Stp Treated Water Conveyance System (pipeline) For Irrigation Of Plantation And Green Areas In Municipal Council Sirohi. |
| Last Date For Submission | 13th Jul, 2026 |
| Opening Date | 14 Jul, 2026 |
| Document Cost | 5000.00 |
|---|---|
| EMD | 200000.00 |
| Estimated Cost | 10000000.00 |
| City | Sirohi |
|---|---|
| State | Rajasthan |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m | 2386.50 | Cum |
| 2 | Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. Add extra for overall depth of excavation above 1.5 m and upto 3.0 m over item no 4.10.1.1 | 807.50 | Cum |
| 3 | Carriage of Materials by mechanical transport including loading, unloading and stacking :: 1.1.2 Sand, bazri, ballast, kankar | 1597.00 | Cum |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :1:4:8 (1 Cement : 5 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size) | 159.50 | Cum |
| 5 | Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade S&S pipes as per IS:8329-2000 (amended up to date), with internal High Alumina Cement (HAC) mortar lining for gravity sewer network with rubber ring (EPDM) joints as per IS: 5382-1985 (excluding special accessories) complete including all material, labour, hydraulic testing and commissioning as per technical specifications and as per direction of Engineer. Note : E/w to be measured and paid separately. 150mm | 3100.00 | Mtr |
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