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Tender Value
₹33.6 L
EMD Value
₹67,300
Closing Date
28 Sept 2026, 2:00 pmDue tomorrow
Registrar,CUK
Central University of Kerala Tejaswini hills, Periya ,Kasaragod
Construction of 1 lakh litre capacity greywater sump tank and allied plumbing works at CUK,Kasaragod.
2026_CUKL_925877_1
CUK/ENGG/003/2026-27
Open Tender
Civil Works
Works
30 days
Central University of Kerala, Periya
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹67,300
Yes
11 Sept 2026
11 Sept 2026
29 Sept 2026
11 Sept 2026
28 Sept 2026
11 Sept 2026
11 Sept 2026 - 28 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth 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 for all leads and lifts within the campus, as directed by Engineer-in-charge. | |||||
| 1.01 | All kinds of soil | 102 | Cum | - | - |
| 2Earth 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 for all leads and lifts within the campus , as directed by Engineer-in-charge. | |||||
| 2.01 | Ordinary rock including hard laterite/ Narikkal | 406 | Cum | - | - |
| 3Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, 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 : Ordinary rock including hard laterite/ Narikkal | |||||
| 3.01 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | 350 | Meter | - | - |
| 4 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, for all leads and lifts within the campus wherever suggested by the Engineer in charge. | 175 | Cum | - | - |
| 5Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to Plinth level : | |||||
| 5.01 | CC 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 20/40 mm nominal size derived from natural sources) | 13 | Cum | - | - |
| 6Centering and shuttering including strutting, propping etc. and removal of form for | |||||
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