Public Works Department-PWD has published Construction Of A Culvert And Side Protection Wall Flood Damage 2020 21 Construction Of A Culvert And Side Protection Wall In Bet Km 1250 To 1350 Of Edakkal Ambukuthy Ambalavayal Road. Submission Date for this Tender is 29-01-2021. Flood Protection Tenders in Sulthan Bathery Kerala. Bidders can get complete Tender details and download the document.
Work Name:Flood damage 2020-21:- Construction of a Culvert and Side Protection wall in bet. Km 1/250 to 1/350 of Edakkal Ambukuthy Ambalavayal Road | |||||
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Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
1 | 1 | Construction of Culvert | BI01010001010000000000000515BI0100001113 | ||
2 | 1.01 | 12.1.B.1 : 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 and backfilling with approved material. <br>\nOrdinary Soil - Depth upto 3m - Mechanical Means <br>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 and backfilling with approved material. Ordinary Soil - Depth upto 3m - Mechanical Means | BI01010001010000000000000515BI0100001114 | 139 | cum |
3 | 1.02 | 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. | BI01010001010000000000000515BI0100001115 | 43.08 | cum |
4 | 1.03 | 12.8.A.1 : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. <br>\nPCC Grade M15 <br>Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 | BI01010001010000000000000515BI0100001116 | 132.871 | 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>Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer | BI01010001010000000000000515BI0100001117 | 8.96 | 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 | 0.596 | MT |
7 | 1.06 | 13.9.A : Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification <br> Granular materialBack filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material | BI01010001010000000000000515BI0100001119 | 6.624 | cum |
8 | 1.07 | 4.2.A.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-III -For lower sub base - Mix in Place Method<br>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. Grading-III -For lower sub base - Mix in Place Method | BI01010001010000000000000515BI0100001120 | 9.12 | cum |
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