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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.0 LAccepted-AOC KERALA KL | MALAPPURAM | KERALA | 679321 | 1 | Accepted-AOC accepted | |
| 2 | Rejected-Technical | - | Rejected-Technical rejected |
| Sl No | Description | Qty | Unit | SHINU K L1 | SAMEER V P L2 |
|---|---|---|---|---|---|
| 1.00ROAD CONCRETE | |||||
| 1.00 | 3.15.2: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. | 59.94 | cum | 62.4 ₹3,740.26 Lowest | 63.03 ₹3,778.02 |
| 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. | 19.98 | cum | 2,215.95 ₹44,274.68 Lowest | 2,238.13 ₹44,717.84 |
| 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) | 29.97 | cum | 8,202.69 ₹2,45,834.62 Lowest | 8,284.73 ₹2,48,293.36 |
| 1.00 | OD226643/2024-2025: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
all labour charges, fabricating etc complete. | 1 | no | 1,901.4 ₹1,901.4 Lowest | 1,920.42 ₹1,920.42 |
Tender Value
₹3.0 L
EMD Value
₹7,394
Closing Date
3 Dec 2024, 6:00 pmClosed
ASSISTANT ENGINEER
Office of the Assistant Engineer, LID EW Section, Muzhappilangad Grama Panchayat
Annual Plan-Muzhappilangad GP 35/2024-25-Naichalath Samskara Road Concrete from 0/000 to 0/074Km
2024_LSGD_707991_2
AE/LSGD/MUZ/ETEN-02/24-25
Open Tender
Civil Works - Roads
Item Wise
180 days
MUZHAPPILANGAD GP
Please refer tender document
10 documents required · 10 mandatory
₹655
Yes
₹7,394
Yes
4 May 2026
22 Nov 2024
4 Dec 2024
22 Nov 2024
3 Dec 2024
22 Nov 2024
Amount
ROAD CONCRETE
3.15.2: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.
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)
OD226643/2024-2025: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 all labour charges, fabricating etc complete.
SAMEER V P (BID ID -1994067)
Bidder Name
SHINU K
SAMEER V P
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