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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.7 LAccepted-AOC | ₹8.7 L | L1 | Accepted-AOC L1 |
| 2 | L2₹9.9 L+₹1.2 L (13.6%)Rejected-Finance | ₹9.9 L+₹1.2 L (13.6%) | L2 | Rejected-Finance not the lowest |
| 3 | L3₹9.9 L+₹1.2 L (13.7%)Rejected-Finance | ₹9.9 L+₹1.2 L (13.7%) | L3 | Rejected-Finance not the lowest |
| 4 | L4₹10.3 L+₹1.6 L (18.2%)Rejected-Finance PUNNAPUZHA KILLIMANGALAM KILLIMANGALAM | THRISSUR | KERALA | 680591 | ₹10.3 L+₹1.6 L (18.2%) | L4 | Rejected-Finance not the lowest |
| 5 | L5₹10.6 L+₹1.9 L (21.5%)Rejected-Finance | ₹10.6 L+₹1.9 L (21.5%) | L5 | Rejected-Finance not the lowest |
Tender Value
₹11.0 L
EMD Value
₹27,542
Closing Date
5 Sept 2024, 5:00 pmClosed
Assistant Execuitive Engineer
Assistant Execuitive Engineer OllukkaraBP
OLLUKKARA BP 40/24-25 MURUKKUMKUND WATER TANK ZOOLOGICAL PARK ROAD NADATHARA GP
2024_LSGD_687746_1
ET1/AEE/subdn/olk/dt24.08.2024
Open Tender
Civil Works - Roads
Item Rate
180 days
Ollukkara
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹27,542
Yes
3 Jul 2025
24 Aug 2024
7 Sept 2024
24 Aug 2024
5 Sept 2024
24 Aug 2024
Amount
cc road
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.
4.11.2: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)
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.
OD85175/2024-2025:name board as per direction of DPTL officers as per required
BIJEESH N C
K R PAULSON
ABHILASH P GEORGE
RATHEESH N P
Bidder Name
K R PAULSON
BIJEESH N C
ABHILASH P GEORGE
RATHEESH N P
GEORGE M Y
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1070171.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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