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Tender Value
₹50.8 L
EMD Value
₹50,000
Closing Date
16 Jul 2026, 6:00 pm
EXECUTIVE ENGINEER
Excecutive Engineer KD Division Moncompu
GENERAL- Illimury Thekkethollayiram padasekharamConstruction of Motortharaandmotorshed andProtectingthepettimukhamportion and vachalofIllimuryThekkethollayiram padasekharam in Ramankary panchayath in Kuttanad LA constituency.-General Civil
2026_Irrig_859540_1
IRR/KP/TR/6482/2024_5_1_1/1
Open Tender
Civil Works - Others
540 days
Ramankary
Please refer Tender documents.
12 documents required · 12 mandatory
₹2,760
Yes
₹50,000
Yes
7 Jul 2026
7 Jul 2026
18 Jul 2026
7 Jul 2026
16 Jul 2026
7 Jul 2026
7 Jul 2026 - 16 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix A - CONSTRUCTION OF MOTORTHARA | |||||
| 1.001 | OD18919/2024-2025:Putting up ring bund of top width 1.50m, bottom width 2.75m.and average height of 2.50m
with 1:1/4 side slope and protect the sides with coconut post of 4.50m long driving down
2.00m below bed level at 75cm c/c, providing 3 rows of wailing pieces 1/4 split coconut post
on both sides and 1/4 split cross ties to alternate posts at top, bottom and middle portion
and screening the sides of bund with Separation membrane of impermeable plastic sheet
125 micron thick fixed properly using coconut post and wailing pieces using reaper and nails
in full height including tying properly using iron wire and coir altogether and supply and
filling inside with hard clay/cut earth up to 2.50m, level and conveyed with all leads and
lifts including consolidating properly and maintaining the bund till the work is completed and
dismantling the bund after completion of work etc. as per the directions of departmental
officers at site. | - | metre | - | - |
| 1.002 | 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 | - | hour | - | - |
| 1.003 | OD18921/2024-2025:Earthwork in excavation in or under water by mechanical means(Hydraulic excavator) /manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plain) including disposal of excavated earth, lead up to 50m and lift upto 1.5m,disposed earth to be leveled and neatly dressed. All kinds of soil. certificate:- Certified that the observed data is prepared by taking the rate and labour charges as per schedule of rates and has been prepared as per the actual observation at site | 0.4 | cum | - | - |
| 1.004 | OD18922/2024-2025:Supplying and stacking well matured straight 6m long coconut post having avg diameter on
25cm for driving down through various strata below bed level including cost coveyance
labour charges etc complete. | - | metre | - | - |
| 1.005 | OD18923/2024-2025:Coconut Pile - Driving down coconut pile to lines and levels through various strata including
all hire charges and labour for fixing , staging platform and all other appliances necessary for
pile driving down after pointing the bottom end where no accesibility to hydraulic excavator
through land and water bodies having minimum width greater than 10 Metre for Kuttanad
area. | 1 | metre | - | - |
| 1.006 | 2.27:Supplying and filling in plinth with sand under floors, including watering, ramming consolidating and dressing complete. | 1 | cum | - | - |
| 1.007 | OD18924/2024-2025:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. | 0.6 | cum | - | - |
| 1.008 | 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) | - | cum | - | - |
| 1.009 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | cum | - | - |
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