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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.8 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹15.9 L+₹1.1 L (7.22%)Rejected-Finance | L2 | Rejected-Finance L2 |
Tender Value
₹19.5 L
EMD Value
₹48,729
Closing Date
1 Mar 2023, 5:00 pmClosed
Assistant Engineer, LID EW Section,
Office of the Assistant Engineer, LID EW Section, Paivalike Grama Panchayat
Annual Plan-Paivalike Pro No 215/22-23 Kadenkodi Kommangala Road Improvement
2023_LSGD_560643_1
TN No.4/2022-23/AE/LID EW/PVK.
Open Tender
Civil Works - Roads
Item Rate
90 days
PAIVALIKE GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹48,729
Yes
23 Aug 2024
22 Feb 2023
2 Mar 2023
22 Feb 2023
1 Mar 2023
22 Feb 2023
Amount
ROAD IMPROVEMENT
3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
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.
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)
3.19.1.B:Surface Drains in Soil Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. (B) Mechanical Means
MOOSA KALEEM
Bidder Name
Abdul Saleem K
MOOSA KALEEM
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_825680.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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