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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.1 LAccepted-AOC | L1 | Accepted-AOC AGREEMENT EXECUTED | |
| 2 | L2₹9.6 L+₹45,185.61 (4.95%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L5 | |
| 4 | Rejected-Technical | - | Rejected-Technical L6 | |
| 5 | Rejected-Technical | - | Rejected-Technical L3 |
Tender Value
₹11.9 L
EMD Value
₹29,651
Closing Date
14 Mar 2025, 6:00 pmClosed
AE
CHENGALA GP
Annual Plan-CHENGALA GRAMA PANCHAYATH PROJECT NO-712/24-25 PANARKKULAM THAIVALAPPU ROAD IMPROVEMENT
2025_LSGD_747295_1
AE/LIDEW/CH/ET/03/24-25
Open Tender
Civil Works - Roads
Item Rate
120 days
CHENGALA
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹29,651
Yes
21 May 2025
7 Mar 2025
17 Mar 2025
7 Mar 2025
14 Mar 2025
7 Mar 2025
Amount
Road Concrete
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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.
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.
OD447868/2024-2025:Granular sub-base/base/surface course with serviceable material available during scarifying of existing road. Construction of granular sub-base with departmental 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. ( Modified 4.11.2)
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)
ASHARAF ALI K M (BID ID -2154785)
gafoor c m (BID ID -2155284)
MOHAMMED NAVAZ B (BID ID -2154808)
ABDUL HARIS (BID ID -2153336)
C K AHAMED KABEER (BID ID -2153254)
SHARAFUDHEEN M K (BID ID -2154827)
Bidder Name
gafoor c m
ABDUL THANWEER M K
SHARAFUDHEEN M K
C K AHAMED KABEER
ABDUL HARIS
ASHARAF ALI K M
MOHAMMED NAVAZ B
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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