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Tender Value
₹4.2 L
EMD Value
₹10,581
Closing Date
11 Aug 2026, 3:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer KIP RB Sub Division No 26 Karunagappally
G E N E R A L B u d g e t w o r k 2 0 2 5 2 6 Rectification work of Thrikkunnapuzha north distributory from Ch 160 m to Ch 260 m in Poruvazhy Panchayath General Civil Work
2026_Irrig_863802_1
IRR/PII/TR/2946/2025_5_1_1/1
Open Tender
Civil Works - Canal
Item Rate
365 days
Karunagappally
Please refer Tender Documents
7 documents required · 7 mandatory
₹935
Yes
₹10,581
Yes
3 Aug 2026
3 Aug 2026
13 Aug 2026
3 Aug 2026
11 Aug 2026
3 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Rectification work of Thrikunnappuzha north distributory | |||||
| 1.001 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | - | sqm | - | - |
| 1.002 | 2.6.1: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 upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | - | cum | - | - |
| 1.003 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | cum | - | - |
| 1.004 | 50.13.1:9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete | - | sqm | - | - |
| 1.005 | 5.28:Providing and fixing in position 12 mm thick bitumen impregnated fibre board conforming to IS: 1838, including cost of primer, sealing compound in expansion joints. | - | per cm depth per 1 m | - | - |
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