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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.6 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical KODASSERY PARAMBIL H LESWARAM P O OMASSERY 673 582 | OMASSERY | KOZHIKODE | KERALA | 673582 | - | Rejected-Technical L4 | |
| 3 | Rejected-Technical | - | Rejected-Technical L10 | |
| 4 | Rejected-Technical | - | Rejected-Technical L6 | |
| 5 | Rejected-Technical | - | Rejected-Technical L8 |
Tender Value
₹5.1 L
EMD Value
₹12,690
Closing Date
10 Jul 2023, 2:00 pmClosed
Assistant Engineer
LSGD,SUBDIVISION,KODUVALLY BP
Road Improvement
2023_LSGD_585059_1
A1/AE/KDLY/2023-24
Open Tender
Civil Works - Roads
Item Rate
270 days
Koduvally
Road Improvement
7 documents required · 7 mandatory
₹1,120
Yes
₹12,690
Yes
12 Sept 2023
30 Jun 2023
12 Jul 2023
30 Jun 2023
10 Jul 2023
30 Jun 2023
30 Jun 2023 - 10 Jul 2023
Amount
Concrete road
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
3.9.1:Excavation in Hard Rock (requiring blasting) with disposal upto 1000 m <br> Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross-sections, loading and disposal of cut rock with a lift upto 1.5 m and leads upto 1000 m as per Technical Specification Clause 302.3.5
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)
OD61232/2023-2024:od1255579/2021_2022 :Supplying and fixing ' Sila Phalakam' with Granite stone of Size 900mm x 600mm or nearest on prepared wall with Engraving English and or Malayalam Letters of specified size on Hard stone including all cost conveyance labour charges etc complete
SUNEERA
SHINIL
AHAMMED KUTTY
JOY AUGUSTINE
SHIJIL MU
OMASSERY LABOUR CONTRACT CO-OPERATIVE SOCIETY LIMITED
KOODARANHI LABOUR CONTRACT CO OPERATIVE SOCIETY LTD
MALAYORAM CONSTRUCTION
HAMSA P I
Bidder Name
AHAMMED KUTTY
SHINIL
JOY AUGUSTINE
SHIJIL MU
MALAYORAM CONSTRUCTION
HAMSA P I
KOODARANHI LABOUR CONTRACT CO OPERATIVE SOCIETY LTD
SUNEERA
OMASSERY LABOUR CONTRACT CO-OPERATIVE SOCIETY LIMITED
Albert George
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fin_eval.pdf
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finance_864487.pdf
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