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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.5 LAccepted-AOC | L1 | Accepted-AOC Accepted Vide Resolution No. 3(2) dtd. 07-01-2025 and agreement executed on 16-01-2025 | |
| 2 | L2₹9.3 L+₹84,715 (10.00%)Rejected-AOC | L2 | Rejected-AOC Second bidder. Kept in abeyance till the execution of agmnt by the First Bidder |
Tender Value
₹8.5 L
EMD Value
₹21,179
Closing Date
28 Dec 2024, 5:00 pmClosed
Assistant Engineer
Assistant Engineer LID EW Wing Vellangallur GP
Annual Plan-Vellangallur GP 2024-25 Adappathazham Sreekrishna kshethram Link Road in Ward 19-341/2024-25-General Civil Work
2024_LSGD_717761_3
08/AE/LIDEW/VGLR/24-25
Open Tender
Civil Works - Roads
Item Rate
240 days
Konathukunnu
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,179
Yes
14 May 2025
19 Dec 2024
31 Dec 2024
19 Dec 2024
28 Dec 2024
19 Dec 2024
Amount
SIDE PROTECTION
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
OD154462/2024-2025:DRY RUBBLE MASONRY- Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels ,cost and conveyance of all materials ,labour charges etc.complete as per direction of departmental officers at site
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)
OD154463/2024-2025:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge.
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.
BASHEER T.A (BID ID -2039522)
Bidder Name
BASHEER T.A
Rajesh.C.A
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1134122.pdf
boq_comp_chart.xlsx
xlsx
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