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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹11.5 LAccepted-AOC | ₹11.5 L | 1 | Accepted-AOC L1 |
| 2 | 2₹11.8 LRejected-AOC | ₹11.8 L | 2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | SHAJI PAILYE L1 | Mithra enterprises L2 |
|---|---|---|---|---|---|
| 1.00MVIP Canal protection | |||||
| 1.00 | 2.28.1:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil | 322 | sqm | 31.94 ₹10,284.68 | 32.89 ₹10,590.58 |
| 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 | 65.65 | cum | 233.1 ₹15,303.95 | 240.14 ₹15,766.15 |
| 1.00 | OD170198/2025-2026:Filling with available earth (excluding rock) in open areas 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 as per direction of site Engineer-in-charge. | 90.83 | cum | 30 ₹2,724.78 | 32.42 ₹2,944.58 |
| 1.00 | 16.78.1:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With Material conforming to Grade - I ( size range 75 mm to 0.075 mm) having CBR Value- 30 | 60.55 | cum | 3,016.6 ₹1.8 L | 3,106.95 ₹1.9 L |
| 1.00 | 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) | 28.72 | cum | 8,358.5 ₹2.4 L | 8,608.85 ₹2.5 L |
| 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 | 160.89 | sqm | 349.5 ₹56,231.06 | 359.94 ₹57,910.75 |
| 1.01 | OD172195/2025-2026:Providing and laying 60 mm thick factory made cement concrete interlocking paver block etc. all complete as per the direction of Engineer-in-charge. | 346 | sqm | 980.8 ₹3.4 L | 1,010.18 ₹3.5 L |
| 1.01 | OD174270/2025-2026:providing and laying 80 mm thick factory made cement concrete interlocking paver block of M - 40 grade hydraulic block of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of 6 mm chips, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. | 259.5 | per sqm | 1,020.51 ₹2.6 L | 1,051.07 ₹2.7 L |
| 1.01 | 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) | 5.19 | cum | 7,179.27 ₹37,260.41 | 7,394.17 ₹38,375.74 |
Tender Value
₹12.7 L
EMD Value
₹31,735
Closing Date
3 Nov 2025, 6:55 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer LID and EW Division Kottayam
Annual Plan-DPK 91/2026-Kuravilangadu Manjoor GP Ward 4 , 6 MVIP Canal Cleaning Process-General Civil Work
2025_LSGD_815773_1
18/2025-26/AEE/LIDEW
Open Tender
Civil Works - Others
30 days
Kottayam
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹31,735
Yes
17 Jan 2026
27 Oct 2025
4 Nov 2025
27 Oct 2025
3 Nov 2025
27 Oct 2025
Amount
MVIP Canal protection
2.28.1:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil
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
OD170198/2025-2026:Filling with available earth (excluding rock) in open areas 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 as per direction of site Engineer-in-charge.
16.78.1:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With Material conforming to Grade - I ( size range 75 mm to 0.075 mm) having CBR Value- 30
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)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
OD172195/2025-2026:Providing and laying 60 mm thick factory made cement concrete interlocking paver block etc. all complete as per the direction of Engineer-in-charge.
OD174270/2025-2026:providing and laying 80 mm thick factory made cement concrete interlocking paver block of M - 40 grade hydraulic block of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of 6 mm chips, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
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)
Mithra enterprises (BID ID -2417941)
Bidder Name
SHAJI PAILYE
Mithra enterprises
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