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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₹8.2 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹8.8 L+₹58,002 (7.04%)Rejected-Finance MUDIYAKKAL BEKAL PO KASARAGOD | L2 | Rejected-Finance L2 | |
| 3 | L3₹9.1 L+₹86,252 (10.5%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹9.8 L+₹1.5 L (18.6%)Rejected-Finance | L4 | Rejected-Finance L4 |
Tender Value
₹11.0 L
EMD Value
₹27,494
Closing Date
5 Oct 2024, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Engineer
Office of Assistant Engineer LSGD Section Pullur Periya GP
IMPROVEMENT OF KUNIYA CHEROOTTA ROAD IN PULLUR PERIYA GP
2024_LSGD_692563_13
AE/LSGD/PP/01/24-25
Open Tender
Civil Works - Roads
Item Rate
180 days
PULLUR PERIYA
Please refer Tender documents
7 documents required · 7 mandatory
₹2,760
Yes
₹27,494
Yes
8 May 2025
26 Sept 2024
8 Oct 2024
26 Sept 2024
5 Oct 2024
26 Sept 2024
Amount
Road Maintanance
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.
2.14.2.A:Dismantling of Flexible Pavements<br> Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 <br> (II) By Mechanical Means<br> (A) Bituminous Courses
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. (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)
k a abdulla
TA MOHAMMED KUNHI
ADUKATH VEETIL SREEDHARAN
Bidder Name
AJITHKUMAR.C
TA MOHAMMED KUNHI
k a abdulla
ADUKATH VEETIL SREEDHARAN
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1078627.pdf
boq_comp_chart.xlsx
xlsx
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