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| Sl No | Description | Qty | Unit | va george L1 | Joy A V L2 | MALAYIL L3 |
|---|---|---|---|---|---|---|
| 1.00Annual Maintenance | ||||||
| 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 | 153.48 | cum | 231.6 ₹35,545.97 Lowest | 275.66 ₹42,308.3 | 283.39 ₹43,494.7 |
| 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) | 77.82 | cum | 7,131.66 ₹5,54,985.78 Lowest | 8,488.19 ₹6,60,550.95 | 8,726.18 ₹6,79,071.33 |
| 1.00 | 60.7.2: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. | 4.35 | cum | 2,667.5 ₹11,603.63 Lowest | 3,174.89 ₹13,810.77 | 3,263.91 ₹14,198.01 |
| 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) | 71.82 | cum | 7,703.65 ₹5,53,245.33 Lowest | 9,168.98 ₹6,58,479.47 | 9,426.05 ₹6,76,941.21 |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 559.63 | sqm | 347.15 ₹1,94,274.17 Lowest | 413.19 ₹2,31,231.87 | 424.78 ₹2,37,717.93 |
| 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) | 32.87 | cum | 8,303 ₹2,72,894.7 Lowest | 9,882.49 ₹3,24,807.8 | 10,159.57 ₹3,33,914.59 |
| 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 | 429.95 | sqm | 309 ₹1,32,854.55 Lowest | 367.86 ₹1,58,161.41 | 378.17 ₹1,62,594.19 |
| 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) | 3.48 | cum | 9,429.4 ₹32,842.6 Lowest | 11,222.98 ₹39,089.64 | 11,537.65 ₹40,185.63 |
| 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 | 313.47 | kilogram | 101 ₹31,660.47 Lowest | 120.3 ₹37,710.44 | 123.67 ₹38,766.83 |
Tender Value
₹21.1 L
EMD Value
₹50,000
Closing Date
31 Dec 2025, 2:00 pmClosed
Executive Engineer
Minor Irrigation,Division,Ernakulam
Annual Maintenance 2025-26-Annual maintenance of Mamalassery LIS
2025_Irrig_812790_2
EE/MIDVN/EKM/11/ET/2025-26/ST
Open Tender
Civil Works - Others
Item Rate
300 days
Mamalassery
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
24 Feb 2026
26 Dec 2025
1 Jan 2026
26 Dec 2025
31 Dec 2025
26 Dec 2025
Annual Maintenance
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)
60.7.2: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.
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)
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
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)
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
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
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
10.16.1:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes
10.2:Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
OD30563/2025-2026:Engaging coolie for clearing aqueduct, flume Siphon etc as per the direction of deptl. officers at site.
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