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| Tender ID | 4806555 |
|---|---|
| Organisation Name | Public Health Engineering Department |
| Tender Brief | Corrigendum : Providing And Laying Of Sewer Line 200mm, 250mm, 300mm, 400mm I/d Sw Sewer Line In Balance Area And Replacement Of Damaged Existing Sewer Line And Construction Of Mps In Tauru Town |
| Last Date For Submission | 29th Jul, 2026 |
| Opening Date | 29 Jul, 2026 |
| Document Cost | 20000.00 |
|---|---|
| EMD | 1510903.00 |
| Estimated Cost | 75545141.00 |
| City | Multi city |
|---|---|
| State | Haryana |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Providing, jointing, laying, testing and commissioning of HDPE PE- 100/PN-6 (suitable for pulling method for jointing) pipes for sewer line as per IS-14333 (amended upto date) with compliance for maintaining slope as per design by trenchless adopting HDD method (Horizontal Directional Drilling) below ground at all depth including carriage etc. complete in all respect, construction of thrust pit and receiving pit of required size upto 3 metre depth and soil investigation, making suitable arrangement for barricading of pits, traffic diversion, lights, traffic permission from relevant authority (though department will assist in getting the permission), refilling of pits in compacted layers of 150 mm including disposal of surplus material with all lift and lead upto 50 metre as per specification and the direction of the Engineer. Note-1 Length of pipe shall be measured in between the outer wall of two manholes / Inspection chambers, Pipe in the manhole/inspection chamber s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable. Note- 2. Manual Pipe jacking is not permitted for workmen safety reasons. (Make Jain irrigation, Time technoplast, Duraline) 315 mm outer dia | 1042 | Per Metre |
| 2 | Crossing of Roads with trenchless technology with MS Casing pipes with HDPE pipe of PE100 PN 6 Complete with all material and Labor cost | 100 | Metre |
| 3 | Providing, jointing, laying, testing and commissioning of HDPE PE- 100/PN6 (suitable for pulling method for jointing) pipes for sewer line as per IS14333 (amended upto date) with compliance for maintaining slope as per design by trenchless adopting HDD method (Horizontal Directional Drilling) below ground at all depth including carriage etc. complete in all respect, construction of thrust pit and receiving pit of required size upto 3 metre depth and soil investigation, making suitable arrangement for barricading of pits, traffic diversion, lights, traffic permission from relevant authority (though department will assist in getting the permission), refilling of pits in compacted layers of 150 mm including disposal of surplus material with all lift and lead upto 50 metre as per specification and the direction of the Engineer. Note-1 Length of pipe shall be measured in between the outer wall of two manholes / Inspection chambers, Pipe in the manhole/inspection chamber s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable. Note- 2. Manual Pipe jacking is not permitted for workmen safety reasons. (Make Jain irrigation, Time technoplast, Duraline) 400 mm outer dia | 1000 | Per Mtr. |
| 4 | Providing, lifting, transporting, lowering in position Precasr Manhole with Circular segment 1800mm i/d of M-30 concrete with 200mm thick RCC slab. | 80 | Each |
| 5 | Providing house hold sewer connections complete in all respect... | 350 | No. |
7 Days Left