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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.1 LAccepted-AOC KOTHAMANGALAM | PALAKKAD | KERALA | 678001 | 1 | Accepted-AOC lowest | |
| 2 | Rejected-Technical ARACKAL HOUSE VARAPPETTY KOTHAMANGALAM | IDUKKI | KERALA | 685501 | - | Rejected-Technical 2 |
Tender Value
₹3.8 L
EMD Value
₹9,548
Closing Date
16 Nov 2022, 2:00 pmClosed
Assistant Engineer
LIDEW Section, Ayavana GP, Muvattupuzha
Road Interlocking
2022_LSGD_524281_1
21/AE/LIDEW/AYAV/22-23
Open Tender
Civil Works - Roads
Item Rate
90 days
AYAVANA
Please refer Tender documents.
10 documents required · 10 mandatory
₹845
₹9,548
3 Dec 2022
7 Nov 2022
18 Nov 2022
7 Nov 2022
16 Nov 2022
7 Nov 2022
Amount
Road Maintenance
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
3.1:Preparation of Foundation for Embankment Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.
OD39574/2022-2023:Providing and laying of Interlocking Concrete Block Pavements using 80 mm M40 Hydraulic blocks of approved size, design and shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50 mm average thickness etc. all complete as per the direction of Engineer in charge.
OD206973/2022-2023:Granular sub base /base/surface course with local materials (Table 400 .13) by mix in place method normal. Construction of granular sub base by providing local material spreading in uniform layers manually mixing by mix in place method and compacting with rammers to achieve the desired density complete as per clause 401.4 as per technical specification clause 408. (i) using manually occuring gravel
Binu A.S
Bidder Name
Binu A.S
ANEESH.G.NAIR
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_754903.pdf
boq_comp_chart.xlsx
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