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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹1.4 LAccepted-AOC | l1 | Accepted-AOC accept | |
| 2 | l2₹7.4 L+₹2,706.60 (0.36%)Rejected-AOC | l2 | Rejected-AOC reject |
Tender Value
₹6.8 L
EMD Value
₹16,939
Closing Date
27 Dec 2023, 12:00 pmClosed
ASSISTANT ENGIINEER, LID EW SECTION , KPLM GP
OFFICE OF ASSISTANT ENGINEER, LID EW SECTION , KPLM GP
KAIPAMANGALAM GP 2023-24,PROJECT NO.88/24, ETS BISMILLA ROAD INTERLOCKING LAYING WARD 9
2023_LSGD_631992_27
ET3/AE/LSGD/KPLM/23-24
Open Tender
Civil Works - Roads
Item Rate
180 days
KAIPAMANGALAM
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,495
Yes
₹16,939
Yes
20 Jan 2024
16 Dec 2023
28 Dec 2023
16 Dec 2023
27 Dec 2023
16 Dec 2023
Amount
TILE PAVING
3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment 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.
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
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. (ii) Using Gravel mix soil.
OD300304/2023-2024:Supplying and laying interlocking Cement Concrete paver block tiles 80mm or nearest size thickness, minimum strength M40 [conforming to IS 15658:2006, for Medium traffic Low volume roads] including providing a layer of 6mm aggregate for 5cm thickness, then layinginterlock CC paver block tiles in lines and levels as per the directions of the departmental officers at site, inclusive of all cost &amp; conveyance charges etc. complete. [MoRTH 55.23 modified
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)
T M SIHAS
Bidder Name
MD SANTHOSH
T M SIHAS
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