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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.0 LAccepted-AOC | L1 | Accepted-AOC AGREEMENT EXECUTED BY ACCEPTABLE L1 | |
| 2 | L2₹5.0 L+₹694.89 (0.14%)Rejected-Finance CHADAYAMANGALAM KERALA | KANNUR | KERALA | 670612 | L2 | Rejected-Finance L2 |
Tender Value
₹5.1 L
EMD Value
₹12,706
Closing Date
2 Oct 2023, 4:00 pmClosed
Rajalekshmi S
O/o Office of the Assistant Engineer, LSGD Section Chadayamangalam
ROAD MAINTENANCE(concreting, interlocking and reconcreting)
2023_LSGD_605804_7
02/TNDR/AE/LID EW/CDLM/23-24
Open Tender
Civil Works - Buildings
Item Rate
180 days
Chadayamangalam GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,125
Yes
₹12,706
Yes
11 Dec 2023
25 Sept 2023
5 Oct 2023
25 Sept 2023
2 Oct 2023
25 Sept 2023
Amount
Road Maintananace.
OD93393/2023-2024:Providing concrete for plain/reinforced concrete in open foundations complete<br>as per drawings and technical specifications Clause 802, 803, 1202 & 1203I.P.C.C grade M 10(i)Nominal mix<br>1:3:6 (modified 11.4.1.1 form work excluded)<br>
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
Interlock Road
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.
OD145950/2023-2024:Mord: Interlocking Concrete block pavement Providing and laying of interlocking Concrete block pavements having thickness 80 mm as per drawings and technical specification clause 1504.
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
3.1:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> 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.
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.
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)
SHIHAD J S
Bidder Name
SHIHAD J S
HARISREE CONSTRUCTION
stage.html
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tech_eval.pdf
fin_eval.pdf
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finance_903583.pdf
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