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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | LI₹2.8 LAccepted-AOC | ₹2.8 L | LI | Accepted-AOC lowest |
| 2 | L2₹3.2 LRejected-AOC | ₹3.2 L | L2 | Rejected-AOC highest |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-DOCUMENT UPLOADED NOT VALID |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-not valid registration certificate |
Tender Value
₹3.5 L
EMD Value
₹8,773
Closing Date
25 Nov 2022, 6:00 pmClosed
ASSISTANT ENGINEER, KAIPARAMBU GP
ASSISTANT ENGINEER, LID AND EW, KAIPARAMBU GP
Annual Plan-Kaiparambu GP- 30/23KAIPARAMBU GP 2022-23 CONCRETING OF AANDAPARAMBU ROAD SUBLANE 4 IN WARD 15
2022_LSGD_529269_1
ET09/2022-23/LSGD/AE/KGP
Open Tender
Civil Works - Roads
Item Rate
180 days
MUNDUR
Please refer Tender documents.
9 documents required · 9 mandatory
₹775
₹8,773
7 Jan 2023
15 Nov 2022
28 Nov 2022
15 Nov 2022
25 Nov 2022
15 Nov 2022
15 Nov 2022 - 25 Nov 2022
Amount
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.
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.
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)
AJAYKUMAR K
Bidder Name
SUBIN.M
AJAYKUMAR K
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