Public Works Department-PWD has published 2020-21 Urgent Protection Work At 1/750 Of Kallarkutty Perinjankutty ( Via ) Swapnacity Km . 1/100 To 4/400 Urgent Protection Work At 1/750 Of Kallarkutty Perinjankutty Via Swapnacity Km . 1/100 To 4/400. Submission Date for this Tender is 30-01-2021. Flood Protection Tenders in Idukki Kerala. Bidders can get complete Tender details and download the document.
| Work Name:Urgent Protection work at 1/750 of Kallarkutty Perinjamkutty via Swapnacity km 1/100 to 4/400 | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Detailed Estimate | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.01 | 3.13.1.B : Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.<br>\n Ordinary soil - Mechanical Means - (Depth upto 3 m) <br> | BI01010001010000000000000515BI0100001114 | 4.8 | cum |
| 3 | 1.02 | 12.1.B.2 : Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removal of stumps and other deleterious matter, only for dressing of sides and bottom and backfilling with approved material. <br>\nOrdinary Soil - Depth 3 M to 6 M- Mechanical Means<br> | BI01010001010000000000000515BI0100001115 | 234.5 | cum |
| 4 | 1.03 | od14102/2020_2021 : Dry rubble masonry for retaining wall | BI01010001010000000000000515BI0100001116 | 325 | cum |
| 5 | 1.04 | 12.8.1.C.1 : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br>\n RCC Grade M20 - Using Concrete Mixer <br> | BI01010001010000000000000515BI0100001117 | 35.15 | cum |
| 6 | 1.05 | 12.40 : Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | BI01010001010000000000000515BI0100001118 | 1.688 | MT |
| 7 | 1.06 | 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. | BI01010001010000000000000515BI0100001119 | 3.6 | cum |
| 8 | 1.07 | 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> | BI01010001010000000000000515BI0100001120 | 1.2 | cum |
| 9 | 1.08 | 12.8.A : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications<br>\n PCC Grade M15 ( Without formwork) <br> | BI01010001010000000000000515BI0100001121 | 5.61 | cum |
| 10 | 1.09 | 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 Method | BI01010001010000000000000515BI0100001122 | 24 | cum |
| 11 | 1.1 | od15097/2020_2021 : Back filling with Quarry muck | BI01010001010000000000000515BI0100001123 | 125 | cum |
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