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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹62,866.38Accepted-AOC MANNARTHODI VEEDU VADAKKUMPPURAM VALANCHERY MALAPPURAM 676552 | MALAPPURAM | KERALA | 676552 | ₹62,866.38 | L1 | Accepted-AOC AS PER BOARD RESOLUTION |
| 2 | L2₹64,882.13+₹2,015.75 (3.21%)Rejected-AOC | ₹64,882.13+₹2,015.75 (3.21%) | L2 | Rejected-AOC Higher rate and hence not admitted |
| 3 | Rejected-Technical | - | - | Rejected-Technical Higher rate and hence not admitted |
Tender Value
₹62,992
EMD Value
₹1,575
Closing Date
27 Feb 2026, 11:00 amClosed
SAMITHA . V
Office of the Assistant Engineer, LID-EW Section, Edayur Grama Panchayat
Annual Plan-EDAYUR GRAMA PANCHAYATH 2025-26 PROJECT NO.248/26-RENOVATION OF THINDALM ANGANVADI CENTRE NO.18
2026_LSGD_838298_1
103/AE/LSGD//EDR/ETN/06/25-26
Open Tender
Civil Works - Buildings
Percentage
180 days
EDAYUR GRAMAPANCHAYATH
Please refer Tender documents.
8 documents required · 8 mandatory
₹555
Yes
₹1,575
Yes
11 Jul 2026
20 Feb 2026
28 Feb 2026
20 Feb 2026
27 Feb 2026
20 Feb 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Anganvadi Renovation | |||||
| 1.001 | 50.2.26.1:Filling with contractor own 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. | - | cum | 409.4 | - |
| 1.002 | 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 | - | sqm | 32.41 | - |
| 1.003 | 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. | 1 | sqm | 1,095.42 | ₹1,094.32 |
| 1.004 | 13.33.1:Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing | - | sqm | 367.84 | - |
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