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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.1 LAccepted-AOC KERALA KL | L1 | Accepted-AOC AGREEMENT EXECUTED | |
| 2 | L2₹5.1 L+₹1,150.30 (0.22%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L4 | |
| 4 | Rejected-Technical | - | Rejected-Technical L5 | |
| 5 | Rejected-Technical | - | Rejected-Technical L3 |
Tender Value
₹6.3 L
EMD Value
₹15,845
Closing Date
20 Nov 2024, 5:00 pmClosed
ASSISTANT ENGINEER
LID AND EW, RAMANATTUKARA MINICIPALITY
PLEASE REFER TENDER DOCUMENT
2024_LSGD_705256_1
AE/RKARA/03/24-25
Open Tender
Civil Works - Roads
Item Rate
RAMANATTUKARA MUNCIPALITY
PLEASE REFER TENDER DOCUMENT
10 documents required · 10 mandatory
₹1,400
Yes
₹15,845
Yes
11 Dec 2024
13 Nov 2024
22 Nov 2024
13 Nov 2024
20 Nov 2024
13 Nov 2024
Amount
Pattayipadam corpus
3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
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.
OD203972/2024-2025: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.without roller (modified spec 4.11.2)
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)
OD204140/2024-2025:Providing and fixing Granite of any colour and shade for Name Board of required size laid over base of cement mortar 1:4(1cement 4 coarse sand)including all charges etc. complete at all levels
V ARUN KUMAR (BID ID -1982152)
RAFEEKU RAHMAN T.P (BID ID -1982378)
ABDU SSAMAD K P (BID ID -1982873)
KP Musthafa (BID ID -1982696)
Bidder Name
RAFEEKU RAHMAN T.P
V ARUN KUMAR
KP Musthafa
ABDU SSAMAD K P
KISHOR P E
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
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