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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.9 LAccepted-AOC BABU K V KUNISSERY | L1 | Accepted-AOC L1 | |
| 2 | L2₹10.6 L+₹69,123.71 (7.00%)Rejected-Finance KOZHIKODE | KERALA | 612906 | L2 | Rejected-Finance L2 |
Tender Value
₹9.9 L
EMD Value
₹24,687
Closing Date
1 Mar 2023, 11:00 amClosed
Assistant Engineer
Office of the Assistant Engineer LID EW Section Erimayur Grama Panchayath
Erimayur Gramapanchayath 2022-23-Anikuruthi Canal Road Retarring Project No.172/23
2023_LSGD_559744_5
Etender1/AE/LSGD/EMR/2022-23
Open Tender
Civil Works - Roads
Item Rate
180 days
ErimayurGrama Panchayath
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,180
Yes
₹24,687
Yes
17 May 2023
20 Feb 2023
2 Mar 2023
20 Feb 2023
1 Mar 2023
20 Feb 2023
Amount
Re Tarring and Restoration
OD261910/2022-2023:Earthwork in excavation by mechanical means (Hydraulic excavator ) / manual means over areas (exceeding 30 cm in depth , 15 m in width as well as 10 sqm on plan ) including disposal of excavated earth , lead up to 50 m and lift up to 1.50 m disposed earth to be leveled and neatly dressed . All kinds of soil.
OD261911/2022-2023:Filling with Quarry Muck 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
4.1.A.1: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. <br> (i) For Grading I 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
K.V.MOHANAN
Bidder Name
K.V.MOHANAN
BABU K V
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finance_824159.pdf
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