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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.1 LAccepted-AOC | L1 | Accepted-AOC Accepted Vide Resolution No. 2/1 dtd.22-11-2023 of KARADKA GP | |
| 2 | L2₹6.4 L+₹25,135.28 (4.11%)Rejected-AOC | L2 | Rejected-AOC Higher rate and hence not admitted | |
| 3 | Rejected-Technical | - | Rejected-Technical Higher rate and hence not admitted | |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | - | Not Admitted-Fee/PreQual/Technical/Finance EMD exemption certificate not valid | |
| 5 | Rejected-Technical | - | Rejected-Technical Higher rate and hence not admitted |
Tender Value
₹8.5 L
EMD Value
₹21,161
Closing Date
8 Nov 2023, 6:00 pmClosed
SRUTHI S
Office of the Assistant Engineer, LIDEW Section, Karadka Grama Panchayat
KARADKA GP-2023/24-KARMAMTHODI KOTTAMKUZHY ST COLONY ROAD IMPROVEMENT-Proj no. 80/24
2023_LSGD_617770_13
06/2023-24/AE/LIDEW/KDK
Open Tender
Civil Works - Roads
Item Rate
180 days
karadka gp
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,161
Yes
29 Jan 2024
1 Nov 2023
10 Nov 2023
1 Nov 2023
8 Nov 2023
1 Nov 2023
Amount
road Retarring
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
OD124067/2023-2024:Granular sub-base/base/surface course with Serviceable material available during scarifying of existing road. Construction of granular sub-base with department materials spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotovator 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. ( Modified 4.11.2)
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 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.
K Gangadharan
K KRISHNAN
ABDULLA KUNHI
K M BHASKARAN
Bidder Name
K KRISHNAN
K M BHASKARAN
ABDULLA KUNHI
SAYID SUHAIB C A
K Gangadharan
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finance_927042.pdf
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