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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.5 LRejected-Finance | L1 | Rejected-Finance L1 not executed agrement | |
| 2 | Rejected-Technical | - | Rejected-Technical l3 | |
| 3 | Rejected-Technical | - | Rejected-Technical l2 |
Tender Value
₹12.7 L
EMD Value
₹31,778
Closing Date
9 Oct 2023, 4:00 pmClosed
ASSISTANT ENGINEER
O/O Assistant executive engineer, LID EW Sub division, Balussery
Re E tender- Annual Plan-Balussery Block 2023-24--Valiya Veettil Tharippakkuni Mala Road, Balussery Panchayath
2023_LSGD_594487_11
2/AE/LIDEW/BLY/TDR/2023-24
Open Tender
Civil Works - Roads
Item Rate
270 days
Balussery
please refer tender documents
12 documents required · 12 mandatory
₹2,760
Yes
₹31,778
Yes
16 Oct 2025
30 Sept 2023
12 Oct 2023
30 Sept 2023
9 Oct 2023
30 Sept 2023
Amount
ROAD WORK
3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
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)
V. ASHRAF
M C CHANDRAN
Bidder Name
V. ASHRAF
M C CHANDRAN
DILEESH K K
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