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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.6 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L5 | |
| 3 | Rejected-Technical KODASSERY PARAMBIL H LESWARAM P O OMASSERY 673 582 | OMASSERY | KOZHIKODE | KERALA | 673582 | - | Rejected-Technical L6 | |
| 4 | Rejected-Technical KERALA KL | - | Rejected-Technical L4 | |
| 5 | Rejected-Technical | - | Rejected-Technical L3 |
Tender Value
₹14.1 L
EMD Value
₹35,230
Closing Date
25 Mar 2024, 11:00 amClosed
Assistant Engineer
LSGD SUBDIVISION KODUVALLY BP
Improvement of Road
2024_LSGD_670537_1
A1/AE/KDLY/2023-24
Open Tender
Civil Works - Roads
Item Rate
270 days
Koduvally
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹35,230
Yes
6 Jul 2024
16 Mar 2024
27 Mar 2024
16 Mar 2024
25 Mar 2024
16 Mar 2024
16 Mar 2024 - 25 Mar 2024
Amount
Road work
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
OD417504/2023-2024:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at sit (60.7.1).
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate 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.
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)
9.4.C:Providing and Laying Reinforced Cement Concrete Pipe NP4 as per design in Single Row<br> Providing and laying reinforced cement concrete pipe NP4 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. <br>(C) 750 mm dia
OD417536/2023-2024: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
SURESH.S
P M PRATHEESH
KISHOR P E
ABDUL SALEEM M
AHAMMED KUTTY
Bidder Name
U.SHOUKATHALI
AHAMMED KUTTY
ABDUL SALEEM M
KISHOR P E
SURESH.S
P M PRATHEESH
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1043483.pdf
boq_comp_chart.xlsx
xlsx
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