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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹2.6 L+₹9,985.49 (3.97%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹2.8 L+₹31,430.01 (12.5%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | - | Not Admitted-Fee/PreQual/Technical/Finance Not qualified for AOC |
Tender Value
₹3 L
EMD Value
₹7,500
Closing Date
26 Aug 2017, 5:00 pmClosed
SHARON W G
ASSISTANT ENGINEER , LSGD SECTION BADIYADKA
ANNAPPALLADUKKA KILINGAR TRANSFORMER ROAD CONCRETE
2017_LSGD_141787_1
01/AE/LSGDBDK
Open Tender
Civil Works - Roads
Item Rate
120 days
BADIYADKA GP
Please refer Tender documents.
5 documents required · 5 mandatory
₹710
Yes
online
₹7,500
Yes
23 Jun 2020
19 Aug 2017
29 Aug 2017
19 Aug 2017
26 Aug 2017
19 Aug 2017
Amount
Road concrete: CH: 0/135 onwards
3.4 : Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
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
od85702/2017_2018 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III.P.C.C. grade M 20 (i)Nominal mix (1:2:4) for road work .
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.
FAISAL K I
JAGANNATHA RAI
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finance_175041.pdf
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