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| Tender ID | 4463088 |
|---|---|
| Organisation Name | Irrigation Department |
| Tender Brief | Laying Pipeline For Fresh Water For Kuchpad Pond Of Village Danoda Khurd From Rd 34950-l Of Nsk Minor In The Length Of 7000 Feet |
| Last Date For Submission | 15th Jun, 2026 |
| Opening Date | 15 Jun, 2026 |
| Document Cost | 2500.00 |
|---|---|
| EMD | 90427.00 |
| Estimated Cost | 4521340.00 |
| City | Narwana |
|---|---|
| State | Haryana |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | HSR Items | ||
| 2 | [11.5.2]12 mm cement plaster of mix : 2. 1:3 (1 cement: 3 fine sand) [Through Rate] | 254.128 | Sqm |
| 3 | [20.62.6]Providing, lowering, laying, cutting (cut surface to be uniformly finished), jointing with rubber rings marked with IS : 5382 and testing of SPIGOT AND SOCKETTED RCC, NP2 MARKED WITH IS : 458-1988 and specials into trenches for all depths including carriage, loading, unloading, stacking, handling, re-handling etc. complete is all respects to the satisfaction to the Engineer - in -charge. 6. 450 mm i/d [Through Rate] | 240.184 | Metre |
| 4 | [21.28]Providing and fixing steel bar embedded plastic steps of size 263mm x 165mm of orange colour, confirming to specification in pump chambers, manholes etc., having minimum 3mm thick polypropylene polymer confirming to is:10910 encapsulated on 12mm dia ribbed steel bars per IS :1786. The rate include cost of setting the same to correct lines and levels duly embedded in 1:2:4 cement concrete including carriage, loading, uploading, stacking, handling, re-handling etc., complete in all respect to the satisfaction of Engineer-in-charge [Through Rate] | 80.000 | Each |
| 5 | [21.95.3]Providing lowering cutting jointing and testing RCC pipe class NP3 as per IS-458-2003 with spigot and socketed joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with rubber rings ISI marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1:3/2 cement sand mortar and with end dowels filled with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in item No. 21.38, item 21.44, item 21.45, and item 21.46 including cartage loading and unloading complete in all respects. the internal diametric of the sewer being: 3. 450 mm [Through Rate] | 1878.792 | Metre |
13 Days Left