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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 LAccepted-AOC | ₹1.7 L | L1 | Accepted-AOC L1 |
| Sl No | Description | Qty | Unit | SHANAVAS NT L1 |
|---|---|---|---|---|
| 1.00NADAPATHA CONCRETE 0/050to 0/100 | ||||
| 1.00 | OD356075/2023-2024:MORD:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm
deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m | 115.5 | sqm | 30.03 ₹3,468.47 |
| 1.00 | OD356076/2023-2024: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.(Without Roller Compacting) | 8.66 | cum | 2,127.2 ₹18,427.93 |
| 1.00 | 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) | 17.22 | cum | 8,358.3 ₹1.4 L |
| 1.00 | 3.3:Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 3.78 | cum | 51.5 ₹194.67 |
| 1.00 | OD356077/2023-2024:MORD:Providing and fixing NAME BOARD fixed over MS sheeting, 2 mm thick supported on
GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 300 mm x 300 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701.600 mm x 450 mm Rectangular | 1 | each | 2,754.89 ₹2,754.89 |
Tender Value
₹1.7 L
EMD Value
₹4,220
Closing Date
24 Feb 2024, 9:00 amClosed
ASSISTANT ENGINEER
MANANTHAVADY MUNCIPALITY
CONCRETE
2024_LSGD_659488_18
TN,07/2023
Open Tender
Civil Works - Roads
180 days
MANANTHAVADY MUNICIPALITY
Please refer Tender documents.
9 documents required · 9 mandatory
₹555
Yes
₹4,220
Yes
17 Apr 2026
16 Feb 2024
26 Feb 2024
16 Feb 2024
24 Feb 2024
16 Feb 2024
Amount
NADAPATHA CONCRETE 0/050to 0/100
OD356075/2023-2024:MORD:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m
OD356076/2023-2024: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.(Without Roller Compacting)
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)
3.3:Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
OD356077/2023-2024:MORD:Providing and fixing NAME BOARD fixed over MS sheeting, 2 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 300 mm x 300 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701.600 mm x 450 mm Rectangular
Bidder Name
SHANAVAS NT
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