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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.9 LAccepted-AOC PARAVILA PUTHENVEEDU MUTTAKKAVU NEDUMPANA P O KOLLAM | PATHANAMTHITTA | KERALA | 689694 | L1 | Accepted-AOC AWARDED | |
| 2 | L2₹7.0 L+₹16,100.52 (2.34%)Rejected-AOC | L2 | Rejected-AOC SECOND | |
| 3 | L3₹7.2 L+₹32,967.44 (4.80%)Rejected-AOC KERALA KL | KANNUR | KERALA | 670511 | L3 | Rejected-AOC THIRD |
Tender Value
₹8.5 L
EMD Value
₹21,182
Closing Date
23 Nov 2024, 4:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
RAZIF M
OFFICE OF THE ASSISTANT ENGINEER, LID EW SECTION NEDUMPANA GP, KOLLAM-691576
Annual Plan-2024 - 25 - Malevayal Kottupara road concreting-Pro. No. 256/25 - Ward No.10 of Nedumpana GP
2024_LSGD_705465_16
01/AE/LSGD/NDPNA/2024-25
Open Tender
Civil Works - Roads
Item Rate
120 days
NEDUMPANA
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,182
Yes
17 Jan 2025
16 Nov 2024
26 Nov 2024
16 Nov 2024
23 Nov 2024
16 Nov 2024
Amount
road concreting
OD198936/2024-2025:Surface dressing of the ground in All kinds of soil including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 M
OD202419/2024-2025: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
3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
4.11.1: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> (i) Using naturally occuring gravel
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)
OD204931/2024-2025:Name board using MS flat, MS sheet, GI pipe, and fix with concrete mix
SAJEEV K (BID ID -1986956)
ABDUL SALAM A (BID ID -1985622)
Bidder Name
SAJEEV K
ABDUL SALAM A
RAJANDRA PRASAD K
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1105270.pdf
boq_comp_chart.xlsx
xlsx
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