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| Tender ID | 4122878 |
|---|---|
| Organisation Name | Himachal Pradesh Irrigation And Public Health Department |
| Tender Brief | Restoration Of Ran Damages To Balh Valley Medium Irrigation Project (left Bank) In Tehsil Balh Distt. Mandi (h.p). |
| Last Date For Submission | 7th May, 2026 |
| Opening Date | 07 May, 2026 |
| Document Cost | 5000.00 |
|---|---|
| EMD | 194675.00 |
| Estimated Cost | 11967477.00 |
| City | Mandi |
|---|---|
| State | Himachal Pradesh |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Excavation in foundation and trenches etc. in earth work in all kind of soils such as pick work jumper work,saturated soil including blasting soft/hard rock, chiseling soft/hard rock where blasting is prohibited in all lifts including trimming and dressing of sides, levelling of bed, stacking the excavated soil clear from the edge of excavation and then returning the excavated soil in 15cm. layers when required into plinths,side of foundations etc including consolidating each deposited layer by ramming , watering and then disposing of all surplus excavated soil as directed in all leads & lifts and shoring strutting, timbering where ever required as per direction & best satisfaction of the Engineer-in-Charge. | 1877.14 | Cum |
| 2 | Dismentalling of GMS/MSERW tube in Common Header, Suction Pipes, Syphon pipe various dia's with in all leads and lifts and to the entire satisfaction of Engineer-in-Charge. | 660.00 | Cum |
| 3 | Providing , laying,jointing (by way of circumfrential butt welded joints by electrical arc welding) and testing of MSERW pipe of following dia meters confirming to BIS 3183-2007, steel grade specified below (latest with upto date amendments) having wall thickness as specified below with bevelled ends and capable of withstanding required test pressure in a random length of 4 to 7 meters, including manufacturing reducers/ tapers , all short pieces, beds etc. as per site requirement made from parent tubes . The laying of pipe will include all operation such as cutting, welding, jointing, fabrication of bends, tees etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the satisfaction of the Engineer in charge. The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The pipes shall be factory galvanized (zinc coating both inside and outside) as per relevant IS standards. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T or ISI marked make. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testingcomplete in all respect with in all leads & lifts as per the entire satisfaction & directions of Engineer-in-Charge. (Earth work in trenches will be measured and paid for separately). | ||
| 4 | 150 mm dia wall thickness 4.00 mm | 210.00 | Rmt |
| 5 | 200 mm dia wall thickness 4.00 mm | 240.00 | Rmt |
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