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| Sl No | Description | Qty | Unit | SATHISH.N L2 | manoj.k L1 | BIJU. K L3 |
|---|---|---|---|---|---|---|
| 1.00Tharakanchalla LIS | ||||||
| 1.00 | 15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix) | 3 | cum | 1,496.45 ₹4,489.35 | 1,293 ₹3,879 Lowest | 1,535.78 ₹4,607.34 |
| 1.00 | 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 | 34.72 | cum | 248.02 ₹8,611.25 | 214 ₹7,430.08 Lowest | 254.54 ₹8,837.63 |
| 1.00 | 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) | 4.42 | cum | 7,636.99 ₹33,755.5 | 6,601 ₹29,176.42 Lowest | 7,837.7 ₹34,642.63 |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 53.34 | sqm | 371.76 ₹19,831.17 | 321 ₹17,123.42 Lowest | 381.53 ₹20,352.34 |
| 1.00 | 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) | 1.92 | cum | 8,249.51 ₹15,839.06 | 7,131 ₹13,691.52 Lowest | 8,466.31 ₹16,255.32 |
| 1.01 | 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) | 28.6 | cum | 8,891.47 ₹2,54,296.04 | 7,686 ₹2,19,819.6 Lowest | 9,125.14 ₹2,60,979 |
| 1.01 | 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) | 1.25 | cum | 10,097.54 ₹12,601.73 | 8,728 ₹10,892.54 Lowest | 10,362.9 ₹12,932.9 |
| 1.01 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 178.17 | kilogram | 108.24 ₹19,285.34 | 93 ₹16,570 Lowest | 111.08 ₹19,791.35 |
| 1.01 | 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 | 764.4 | sqm | 330.97 ₹2,52,993.47 | 286 ₹2,18,618.4 Lowest | 339.66 ₹2,59,636.1 |
Tender Value
₹6.8 L
EMD Value
₹16,942
Closing Date
13 Mar 2026, 4:00 pmClosed
Assistant Executive Engineer
MI Sub Division Chittur
GENERAL-AMC 2025-26 -Tharkanchalla- Annual maintenance to Tharakanchalla LIS including repair of field channel near Venkaramkalmedu in Eruthenpathy Gramapanchayath in Palakkad district-General Civil Work
2026_Irrig_844188_1
IRR/IA/TR/3773/2025_5_1_1/1
Open Tender
Civil Works - Lift Irrigation Schemes
Item Rate
365 days
Eruthempathy Grama Panchayath
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,495
₹16,942
4 Jun 2026
5 Mar 2026
17 Mar 2026
5 Mar 2026
13 Mar 2026
5 Mar 2026
5 Mar 2026 - 7 Mar 2026
Tharakanchalla LIS
15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix)
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
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)
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
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)
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)
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)
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
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
7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
OD11207/2025-2026:Engaging man mazdoor for various works to execute the work as per the directions of department officers at site
60.6:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.
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