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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.0 LAccepted-AOC | L1 | Accepted-AOC ALL DOCUMENTS ARE FOUND CORRECT | |
| 2 | L2₹9.6 L+₹52,557.02 (5.82%)Rejected-AOC | L2 | Rejected-AOC ALL DOCUMENTS ARE FOUND CORRECT | |
| 3 | L3₹9.8 L+₹72,638.29 (8.04%)Rejected-AOC | L3 | Rejected-AOC ALL DOCUMENTS ARE FOUND CORRECT |
Tender Value
₹10.5 L
EMD Value
₹26,228
Closing Date
12 Dec 2022, 5:00 pmClosed
Assistant engineer
Assistant Engineer LSGD Engineering wing Thalassery Municipality
Koduvally GVHSS Thalasssery -interlocking and maintenance of compound wall
2022_LSGD_535877_1
E1-33660/22
Open Tender
Civil Works - Others
Item Rate
180 days
Thalassery Municipality
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹26,228
Yes
1 Feb 2023
3 Dec 2022
14 Dec 2022
3 Dec 2022
12 Dec 2022
3 Dec 2022
3 Dec 2022 - 12 Dec 2022
Amount
Interlocking and compound wall 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
15.10.1:Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually / by mechanical means including stacking of serviceable and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge:In lime mortar
OD73317/2022-2023:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.
OD77514/2022-2023:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm(Using Departmental stone) or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
16.1:Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.
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
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.
SAJU A
SARATHKUMAR.V.P
Bidder Name
SARATHKUMAR.V.P
SUDHISH P
SAJU A
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