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Tender Value
₹16.1 L
EMD Value
₹40,224
Closing Date
5 Oct 2026, 6:55 pm7d left
Executive Engineer
Executive Engineer
Canal Lining
2026_Irrig_873041_1
IRR/PI/TR/3179/2026_5_1_1/1
Open Tender
Civil Works - Canal
Item Rate
180 days
Asharimukku
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹40,224
Yes
25 Sept 2026
25 Sept 2026
7 Oct 2026
25 Sept 2026
5 Oct 2026
25 Sept 2026
25 Sept 2026 - 5 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1GENERAL-KyIP-ACP (Plan)-2026-27-Rectification works to Left bank main canal between ch: 9/670 and 9/800 km | |||||
| 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 | 700 | sqm | - | - |
| 1.002 | 60.1.2:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete. | 16.7 | metre | - | - |
| 1.003 | 60.2.2:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | 64 | hour | - | - |
| 1.004 | 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 | 273.21 | cum | - | - |
| 1.005 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 53.55 | cum | - | - |
| 1.006 | 4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | 361.86 | sqm | - | - |
| 1.007 | 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) | 71.81 | cum | - | - |
| 1.008 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 16.58 | cum | - | - |
| 1.009 | 13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) | 372.3 | sqm | - | - |
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