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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.7 LAccepted-AOC | L1 | Accepted-AOC AGMNT EXECUTED | |
| 2 | L2₹18.0 L+₹1.3 L (7.83%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L4 | |
| 4 | Rejected-Technical | - | Rejected-Technical L3 |
Tender Value
₹21.2 L
EMD Value
₹50,000
Closing Date
30 Sept 2023, 6:00 pmClosed
ASSISTANT EXECUTIVE ENGINEER
O/o SE, Kozhikode Corporation, Tle.0495-2365040
Please refer Tender document
2023_LSGD_604434_1
PP/EG7/2023-24/SE/55
Open Tender
Civil Works - Roads
Item Rate
270 days
Kozhikode Corporation
Please refer Tender document
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
21 Nov 2023
21 Sept 2023
2 Oct 2023
21 Sept 2023
30 Sept 2023
21 Sept 2023
Amount
concrete,interlock
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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
OD144286/2023-2024: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. (Ref : DAR 50.2.26.1)
4.11.2: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 with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.
OD144305/2023-2024:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade Ref 51.2.3
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)
FAVAS E
SUSILDAS V
SAJEEV N
Bidder Name
FAVAS E
SAJEEV N
SAJITH KUMAR PP
SUSILDAS V
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_900487.pdf
boq_comp_chart.xlsx
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details.html
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