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| Tender ID | 4871341 |
|---|---|
| Organisation Name | Himachal Pradesh Irrigation And Public Health Department |
| Tender Brief | Corrigendum : Replacement Of Rising Main At Valuenreable Rds Providing, Laying, Jointing And Testing Of G.i. Pipe In Gravity Main And Co Anchor Blocks At Various Rds Under Pdna |
| Last Date For Submission | 23rd Jul, 2026 |
| Opening Date | 24 Jul, 2026 |
| Document Cost | 7000.00 |
|---|---|
| EMD | 418865.00 |
| Estimated Cost | 34386236.00 |
| City | Multi city |
|---|---|
| State | Himachal Pradesh |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Excavation in all kinds of soil in hilly area by mechanical means including cutting, trimming of sides slope and disposing of excavated earth with a lift upto 1.50 mtr and lead upto 20 mtr as per direction and to the entire satisfaction of engineer- in -Charge. | 4316.43 | Cum |
| 2 | Excavation in foundation and trenches etc in all kinds of soils such as pick work, jumper work, blasting in soft/hard rock, chiselling/wedging out of rock/where blasting prohibited) saturated soil stacking the excavated earth within all leads and lifts clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer in-charge. | 3757.74 | Cum |
| 3 | Providing, Laying,jointing and testing in trenches ( to level or grade) of GMSERW pipes 95% butt welded and 5% flanged jointing including cost of bends of below mentioned diametre conforming to IS 3183-2007 of steel grade and wall thickness as specified suitable to withstand required hydraulic test pressure including fixing of required number of MS nuts and bolts as per IS 1369-1967 and compressed asbestos fibre jointing gaskets sheet not less than 3.00 mm in thickness as per IS : 2712-1998. complete in all respects to entire satisfation of Engineer-in-Charge. The laying of pipes conform to IS 5822-1994 and as per CPHEEO manual and will include all operations such as jointing including flushing , cleaning and hydraulic testing complete in all respects to the entire satisfaction of Engineer- in- Charge including entire carriage of materials upto all leads and lifts. ( Earth work in trenches, jointing i.e. flanged and butt welded will be measured and paid for seperately)The pipe shall be zinc coated on innter & outer face as per IS: 4736-1986 with upto date ammendments complete in all respect including DPT test for joints & manual/ mechanical handling of pipes. The bends of all degree to be made from parent tube confirm to BIS 5822 with latest ammendments upto date & complete in all respects. | ||
| 4 | Booster Stage | ||
| 5 | 250mm dia GMSERW Grade L-210 or Wall thickness 4.8mm P/well to Sump well. | 200.00 | Rmt |
6 Days Left