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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹84,724Accepted-AOC | L1 | Accepted-AOC Accepted Vide Resolution No.1(1) dtd.24-02-2024 of Vellinezhi GP | |
| 2 | L2₹85,361.61+₹637.61 (0.75%)Rejected-AOC | L2 | Rejected-AOC Higher rate and hence not admitted |
Tender Value
₹84,666
EMD Value
₹2,117
Closing Date
21 Feb 2024, 3:00 pmClosed
ASSISTANT ENGINEER
O/o Assistant Engineer LID EW Section Vellinezhi GP
Annual Plan-Vellinezhi GP 2023-24 Kundulliparambu Anganwadi Renovation-Project No.210-General Civil Work
2024_LSGD_654915_1
04/23-24/AE/LIDEW/VLY
Open Tender
Civil Works - Buildings
Item Rate
90 days
Vellinezhi GP
Please refer tender docs
9 documents required · 9 mandatory
₹555
Yes
₹2,117
Yes
12 Apr 2024
13 Feb 2024
23 Feb 2024
13 Feb 2024
21 Feb 2024
13 Feb 2024
Amount
Building Maintenance
60.7.3:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m.
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) : 4 graded stone aggregate 20 mm nominal size)
60.7.9:RR with Departmental. Stone - Random rubble masonry using departmental rubble in foundation and plinth including through and bond stone and levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand).
7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
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.
SAJEESH.P
Bidder Name
SAJEESH.P
VENUGOPALAN
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1010445.pdf
boq_comp_chart.xlsx
xlsx
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