Annual Plan-Azhikode Gp Pro No 285/22-23Construction Of Road From Minikki Rema Veedu Tomadakkali Akshokan Veedu -Construction Of Road Fromminikki Rema Veedu To Madakkali Akshokan Veedu( Ch 000/000--000/213)-General Civil Work
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Project Description
Annual Plan-AZHIKODE GP PRO NO 285/22-23CONSTRUCTION OF ROAD FROM MINIKKI REMA VEEDU TOMADAKKALI AKSHOKAN VEEDU -CONSTRUCTION OF ROAD FROMMINIKKI REMA VEEDU TO MADAKKALI AKSHOKAN VEEDU( CH 000/000--000/213)-General Civil Work
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 16-Feb-2023 | TIME EXTENSION | Date | 17-Feb-2023 |
BOQ
| Sl. No. | Item Description |
| 1 | CONSTRUCTION TO ROAD |
| 2 | 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. |
| 3 | 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. |
| 4 | 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) |
| 5 | OD310789/2022-2023:Specification Code: od1242011/2021_2022od1242011/2021_2022 :Supplying and fitting name boards of size 75 cm x 45 cm. made with G I plain sheets1.25 mm thick (class IIII ) fitted with 35 X35 x 4 mm MS angle 2 Nos horizontally and 3 Nos vertically to makea frame for strengthening the G I sheet , fitted 2 Nos. 32 mm GI pipe vertically 90 cm above from ground leveland fixing in cement concrete 1: 2: 4 , 30cm X 30cm X 30 cm. including cost and conveyance of all materialsall labour charges, fabricating etc. complete. |
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Tender Published
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