}

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, Sulthan Bathery-Kerala

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.




Tender Notice

26692571
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
Open Tender
Indian
Kerala
Sulthan Bathery
29-01-2021

Tender Details

Construction Of A Culvert And Side Protection Wall Flood Damage 2020 21 Construction Of A Culvert And Side Protection Wall InBet Km 1250 To 1350 Of Edakkal Ambukuthy Ambalavayal Road

Key Value

Document Fees
INR 2760 /-
EMD
INR 20078.0 /-
Tender Value
Refer document

BOQ Items

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
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
Disclaimer :
We takes all possible care for accurate & authentic tender information, however Users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender.
Tell us about your Product / Services,
We will Find Tenders for you

Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy

For Tender Information Services Visit : TenderDetail