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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.9 LAccepted-AOC KUZHALMANNAM | PALAKKAD | KERALA | 678001 | 1 | Accepted-AOC L1 | |
| 2 | 2₹6.3 L+₹36,982.24 (6.24%)Rejected-Finance | 2 | Rejected-Finance 1 | |
| 3 | Rejected-Technical KOZHIKODE | KERALA | 612906 | - | Rejected-Technical 3 |
Tender Value
₹7.5 L
EMD Value
₹18,700
Closing Date
29 Mar 2022, 5:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER LSGD SECTION ERIMAYUR
Erimayur Koottala Road Restoration
2022_LSGD_483538_1
09/21-22/AE/LSGD/EMR
Open Tender
Civil Works - Roads
Item Rate
270 days
ERIMAYUR GP
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,500
Yes
₹18,700
Yes
20 May 2023
21 Mar 2022
31 Mar 2022
21 Mar 2022
29 Mar 2022
21 Mar 2022
Amount
Restoration
2.6.1 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
51.2.3 : Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
Restoration
4.1.A.2 : Granular Sub-base with Well Graded Material (Table 400.1)<br>(A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material
4.9 : Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead
BABU.K.V
K.V.MOHANAN
Bidder Name
BABU.K.V
K.V.MOHANAN
M M SUNILKUMAR
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
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details.html
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