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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.4 LAccepted-AOC | ₹4.4 L | L1 | Accepted-AOC L1 |
| 2 | L2₹4.9 LRejected-AOC | ₹4.9 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | IBRAHIM.P.M. L2 | abdul kahdar c L1 |
|---|---|---|---|---|---|
| 1.00Appendix A | |||||
| 1.00 | 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 | 4,981.25 | sqm | 17.59 ₹87,620.19 | 15.5 ₹77,209.38 |
| 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 | 285.11 | cum | 249.12 ₹71,025.86 | 224 ₹63,863.97 |
| 1.00 | 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 3.21 | cum | 2,433.87 ₹7,824.89 | 2,185 ₹7,024.78 |
| 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) | 7.88 | cum | 7,671.1 ₹60,409.91 | 6,900 ₹54,337.50 |
| 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) | 13.12 | cum | 8,286.35 ₹1.1 L | 7,455 ₹97,846.88 |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 122.87 | sqm | 373.41 ₹45,879.77 | 335 ₹41,160.45 |
| 1.01 | 4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3
graded stone aggregate 20 mm nominal size derived from natural sources) | 3.21 | cum | 9,438.71 ₹30,345.45 | 8,490 ₹27,295.35 |
| 1.01 | 5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.23 | cum | 9,635.12 ₹2,254.62 | 8,665 ₹2,027.61 |
| 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) | 2.7 | cum | 8,931.18 ₹24,087.39 | 8,030 ₹21,656.91 |
Tender Value
₹5.1 L
EMD Value
₹12,711
Closing Date
29 Dec 2025, 3:30 pmClosed
Assistant Executive Engineer
Office of the AEE,MI Subdivision,Shoranur
GENERAL-AM 2025-26 Karalmanna LIS Annual Maintenance works to Karalmanna LIS, Cherpulassery Municipality.-General Civil Work
2025_Irrig_816595_2
IRR/IA/TR/3450/2025_5_1_1/1
Open Tender
Civil Works - Lift Irrigation Schemes
180 days
Cherpulassery-Karalmanna
please refer tender documents
7 documents required · 7 mandatory
₹1,125
₹12,711
Yes
1 Apr 2026
22 Dec 2025
1 Jan 2026
22 Dec 2025
29 Dec 2025
22 Dec 2025
Appendix A
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
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
15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
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)
4.1.5: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
4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 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)
5.22.6: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
2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
OD9188/2025-2026:Making pipe joints with rubber beading packing and cotton thread socked in cement paste including all cost,conveyance of all materials,labour charges,watering,curing etc complete.
OD9187/2025-2026:Engaging man mazdoor DLR labour for removing weeds and other obstruction (blocking materials, debris, fallen down trees etc.) clearing the blocked culverts, dosing leakage of water through shutter portion water distribution etc. complete
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