Public Works Department-PWD has published Shoulder Protection Work Infront Of Ksrtc Busstand Kollam In Shoulder Protection Work Infront Of Ksrtc Busstand Kollam InAsramam Link Road. Submission Date for this Tender is 04-11-2020. Flood Protection Tenders in Kollam Kerala. Bidders can get complete Tender details and download the document.
| Work Name:shoulder protection work infront of KSRTC busstand kollam in ASRAMAM LINK ROAD | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | ROAD CONCRETE | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.01 | 3.3 : Excavation for road way in soil with Dozer including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.Excavation for road way in soil with Dozer including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. | BI01010001010000000000000515BI0100001114 | 52.02 | cum |
| 3 | 1.02 | 4.1.B.1 : Construction of granular sub-base by providing graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. <br>\nGrading-V - For sub base cum drainage layer - Mix in Place MethodConstruction of granular sub-base by providing graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub base cum drainage layer - Mix in Place Method | BI01010001010000000000000515BI0100001115 | 25 | cum |
| 4 | 1.03 | 12.4 : Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. | BI01010001010000000000000515BI0100001116 | 24.808 | cum |
| 5 | 1.04 | 12.8.1.C : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br>\n RCC Grade M20 - Using Concrete Mixer - (Without formwork) <br>Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork) | BI01010001010000000000000515BI0100001117 | 15.404 | cum |
| 6 | 1.05 | 12.40 : Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical SpecificationsSupply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | BI01010001010000000000000515BI0100001118 | 1.079 | MT |
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