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| Tender ID | 4878423 |
|---|---|
| Organisation Name | Irrigation Department |
| Tender Brief | Corrigendum : Estimate For Extenstion Of Rcc Pipeline For Disposal Of Flood Water Into Existing Pipeline In Village Dussain Near Ahun Road. |
| Last Date For Submission | 17th Jul, 2026 |
| Opening Date | 17 Jul, 2026 |
| Document Cost | 1000.00 |
|---|---|
| EMD | 18913.00 |
| Estimated Cost | 945661.00 |
| City | Kaithal |
|---|---|
| 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) | 73.920 | Sqm |
| 3 | [21.95.5]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: 5. 600 mm | 254.210 | Metre |
| 4 | [4.12.1]Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. 1. All kinds of soil | 189.580 | cum |
| 5 | [4.16.1.3]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. 1.3. All kind of soil Pipes, cables etc, exceeding 300 mm dia but not exceeding 600 mm dia. | 243.230 | Metre |
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