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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 LAccepted-AOC | L1 | Accepted-AOC AGREEMENT EXECUTED | |
| 2 | L2₹2.9 L+₹5,893.48 (2.10%)Rejected-Finance NULL | L2 | Rejected-Finance BOARD REJECTED | |
| 3 | Rejected-Technical | - | Rejected-Technical L4 | |
| 4 | Rejected-Technical CHERKALA CHENGALA KASARGOD KERALA 671541 | KASARAGOD | KERALA | 671541 | - | Rejected-Technical L5 | |
| 5 | Rejected-Technical | - | Rejected-Technical L3 |
Tender Value
₹3.0 L
EMD Value
₹7,409
Closing Date
24 Jan 2024, 1:15 pmClosed
AE
CHENGALA GP
Annual Plan-Chengala GP - Pro. No-027/23-24-K K PURAM PADINJAR S C COLONY ROAD IMPROVEMENT in ward 16
2024_LSGD_644338_1
AE/LSGD/CH/ET/04/23-24
Open Tender
Civil Works - Roads
Item Rate
120 days
CHENGALA
Please refer Tender documents.
8 documents required · 8 mandatory
₹655
Yes
₹7,409
Yes
9 Mar 2024
15 Jan 2024
24 Jan 2024
15 Jan 2024
24 Jan 2024
15 Jan 2024
Amount
CC pavement
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.
OD307380/2023-2024:Granular sub-base/base/surface course with available departmental 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.(using departmental materials )
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<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.
ahammed C H B
MOHAMMED NAVAZ B
AHAMMED FANAS M A
BM ABDHULLA
Bidder Name
BM ABDHULLA
ahammed C H B
ABDUL THANWEER M K
AHAMMED FANAS M A
MOHAMMED NAVAZ B
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
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