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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.1 LAccepted-AOC KERALA KL | MALAPPURAM | KERALA | 679321 | 1 | Accepted-AOC accepted | |
| 2 | Not Admitted-Fee/PreQual/Technical/Finance | - | Not Admitted-Fee/PreQual/Technical/Finance Not qualified for AOC |
| Sl No | Description | Qty | Unit | SHINU K L1 |
|---|---|---|---|---|
| 1.00NEW ROAD CONSTRUCTION | ||||
| 1.00 | OD196429/2024-2025:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.(EXCLUDING ROLLER COMPACTTION) | 60.26 | cum | 45 ₹2,711.88 Lowest |
| 1.00 | 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. | 20.09 | cum | 2,215 ₹44,494.92 Lowest |
| 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) | 30.13 | cum | 8,694 ₹2,61,967.61 Lowest |
| 1.00 | OD245377/2024-2025:Supplying and fitting name boards of size 75 cm x 45 cm made with G I plain sheets
0.63 mm thick (class IIII ) fitted with 20 X20 x 160 mm size rectangular hollow section 2 Nos
horizontally and 3 Nos vertically
to make a frame for strengthening the G I sheet , fitted 1 Nos. 32 mm GI pipe vertically 150 cm
above from ground level
and fixing in cement concrete 1: 2: 4 , 30cm X 30cm X 30 cm. including cost and coveyance of
all materials | 1 | 1 nos | 1,429 ₹1,429 Lowest |
Tender Value
₹3.0 L
EMD Value
₹7,411
Closing Date
20 Dec 2024, 10:00 amClosed
ASSISTANT ENGINEER
Office of the Assistant Engineer, LID EW Section, Muzhappilangad Grama Panchayat
Retender Annual Plan-Muzhappilangad GP 37/2024-25-Footpath construction from Sadanandan house to Sekharan house from Ch 0/000 to 0/074.40
2024_LSGD_716098_2
AE/LSGD/MUZ/ETEN-03/24-25
Open Tender
Civil Works - Others
Item Rate
180 days
MUZHAPPILANGAD GP
PLEASE REFER TENDER DOCUMENT
10 documents required · 10 mandatory
₹655
Yes
₹7,411
Yes
4 May 2026
13 Dec 2024
21 Dec 2024
13 Dec 2024
20 Dec 2024
13 Dec 2024
Amount
NEW ROAD CONSTRUCTION
OD196429/2024-2025:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.(EXCLUDING ROLLER COMPACTTION)
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)
OD245377/2024-2025:Supplying and fitting name boards of size 75 cm x 45 cm made with G I plain sheets 0.63 mm thick (class IIII ) fitted with 20 X20 x 160 mm size rectangular hollow section 2 Nos horizontally and 3 Nos vertically to make a frame for strengthening the G I sheet , fitted 1 Nos. 32 mm GI pipe vertically 150 cm above from ground level and fixing in cement concrete 1: 2: 4 , 30cm X 30cm X 30 cm. including cost and coveyance of all materials
Bidder Name
SHINU K
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