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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.2 CrAccepted-AOC | ₹1.2 Cr | 1 | Accepted-AOC L1 |
| 2 | 2₹1.3 Cr+₹13.5 L (11.2%)Rejected-AOC | ₹1.3 Cr+₹13.5 L (11.2%) | 2 | Rejected-AOC L2 |
| 3 | 3₹1.4 Cr+₹23.5 L (19.4%)Rejected-AOC | ₹1.4 Cr+₹23.5 L (19.4%) | 3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | kunhahammed v L2 | VT UMMER L3 | ccg constructions 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 | 900 | sqm | 18.19 ₹16,371 | 20 ₹18,000 | 16 ₹14,400 Lowest |
| 1.00 | 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 | 176 | hour | 455.83 ₹80,226.08 | 477 ₹83,952 | 401 ₹70,576 Lowest |
| 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 | 3,813.28 | cum | 250 ₹9,53,321 | 270 ₹10,29,586.68 | 227 ₹8,65,615.47 Lowest |
| 1.00 | 60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 2,223.37 | cum | 3,920 ₹87,15,602.56 | 4,195 ₹93,27,028.76 | 3,515 ₹78,15,138.52 Lowest |
| 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) | 0.82 | cum | 7,900 ₹6,517.5 Lowest | 8,330 ₹6,872.25 | 7,900 ₹6,517.5 Lowest |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 131.25 | sqm | 380 ₹49,875 | 406 ₹53,287.5 | 339 ₹44,493.75 Lowest |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 220.09 | sqm | 380 ₹83,634.2 | 406 ₹89,356.54 | 339 ₹74,610.51 Lowest |
| 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) | 104.63 | cum | 10,250 ₹10,72,447.25 | 11,012 ₹11,52,174.55 | 9,225 ₹9,65,202.53 Lowest |
| 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) | 18.54 | cum | 9,180 ₹1,70,206.38 | 9,697 ₹1,79,792.08 | 8,125 ₹1,50,645.63 Lowest |
Tender Value
₹1.4 Cr
EMD Value
₹50,000
Closing Date
17 Mar 2026, 2:00 pmClosed
Superintend engineer, MICC, Kakkanad
Office of the Superintending engineer, MICC,Ernakulam
Renovation and beautification of Vandumtharakulam in Kulukkallur Panchayath
2026_Irrig_846113_1
IRR/IA/TR/6984/2024_5_2_1/1
Open Tender
Civil Works - Others
Item Rate
365 days
Kulukkallur panchayath
Please refer Tender documents.
6 documents required · 6 mandatory
₹6,508
Yes
₹50,000
Yes
25 Jun 2026
10 Mar 2026
18 Mar 2026
10 Mar 2026
17 Mar 2026
10 Mar 2026
10 Mar 2026 - 17 Mar 2026
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
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
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
60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
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
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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)
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
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.
16.68:Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
50.10.1:Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete
50.6.3.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x10 cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level for 10 cm thick wall in : CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding complete
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
13.52.1:Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work
13.52.2:Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On concrete work
OD51382/2025-2026:Finishing with ASTREL chlorinated rubber paint with two coats at all locations prepared and applied as per manufacturers specifications including ASTREL Gemguard CP98 EP ZP priming coat, preparation of surface etc complete. on concrete work which is submersible in water
OD51428/2025-2026:Providing and fixing name board of Granite stone slab of size 75x60cm and 6mm thick fixing it in to the wall including all necessary labours completed, cost of lettering and supervision etc
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