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| Tender ID | 3996194 |
|---|---|
| Organisation Name | Haryana Urban Development Authority |
| Tender Brief | Annual Maintenance Estimate Of Water Supply Sewerage And Swd Scheme In Sector 10 Rewari For The Year 2025 2026 |
| Last Date For Submission | 21st Apr, 2026 |
| Opening Date | 22 Apr, 2026 |
| Document Cost | 295.00 |
|---|---|
| EMD | 3950.00 |
| Estimated Cost | 197186.00 |
| City | Rewari |
|---|---|
| State | Haryana |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | [20.49.2]Bailing out water from the trenches for making new connections in fully charged pipe-lines including cleaning trimming and dressing the trenches to correct alignment and grade as required by the Engineer-in-charge. Size of the main with which connection is to be made. 2. Exceeding 200 mm internal diametre but not exceeding 300 mm internal diametre | $10.000 | Each |
| 2 | [20.59.6]Providing and fixing Cast Iron Detachable Joints class-25 marked with IS: 8794 for use with asbestos cement pressure pipes complete with 2 Nos. rubber rings marked with IS:5382 and IS:10292 and appropriate number of nut and bolts marked with IS:1363 including carriage, loading, unloading etc. complete in all respects to the satisfaction of the engineer-in-charge. (Excavation will be paid separately) 6. 300mm i/d CID Joint | $10.000 | Each |
| 3 | [20.63.5]`Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-9 grade SandS pipes as per 15:8329-2000 (amended up to date), with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) 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. ` 5. 300 mm i/d | $48.000 | Per Metre |
| 4 | [4.16.1.2]Excavating trenches of required width and depth for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m. 1.2. All kind of soil Pipes, cables etc, exceeding 80 mm dia but not exceeding 300 mm dia. | $54.000 | Metre |
| 5 | N.S.Item Rectifying water leakage on running lines CI/DI/AC of size 250/300 mm with cost of material and Labour complete in all respect. | 10.000 | each |
7 Days Left