}

Natural Calamity ( 2019-2020 ) Fd-Protecting The Left Bank Of Chaliyar River At Konnaru Makham Ward-8 In Vazhakkad Panchayath In Malappuram District . Protection Work, Konnarumakham-Kerala

Department Of Irrigation-DOI has published Natural Calamity ( 2019-2020 ) Fd-Protecting The Left Bank Of Chaliyar River At Konnaru Makham Ward-8 In Vazhakkad Panchayath In Malappuram District . Protection Work. Submission Date for this Tender is 06-06-2020. Flood Protection Tenders in Konnarumakham Kerala. Bidders can get complete Tender details and download the document.




Tender Notice

24429129
Natural Calamity ( 2019-2020 ) Fd-Protecting The Left Bank Of Chaliyar River At Konnaru Makham Ward-8 In Vazhakkad Panchayath In Malappuram District . Protection Work
Open Tender
Indian
Kerala
Konnarumakham
06-06-2020

Tender Details

Natural Calamity ( 2019-2020 ) Fd-Protecting The Left Bank Of Chaliyar River At Konnaru Makham Ward-8 In Vazhakkad Panchayath In Malappuram District . Protection Work

Key Value

Document Fees
INR 2775 /-
EMD
INR 50000.0 /-
Tender Value
INR 26.46 Lakhs /-

BOQ Items

Work Name:Natural Calamity (2019-2020) FD-Protecting the left bank of Chaliyar river at Konnaru Makham ward-8 in Vazhakkad panchayath in Malappuram district.
Sl. No. Item Description Item Code / Make Quantity Units
1 1.01 60.1.2 : RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete. BI01010001010000000000000515BI0100001114 60 metre
2 1.02 60.2.2 : Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete BI01010001010000000000000515BI0100001115 260 hour
3 1.03 2.6.1 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil BI01010001010000000000000515BI0100001116 296.39 cum
4 1.04 60.7.1 : DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site BI01010001010000000000000515BI0100001117 702.88 cum
5 1.05 5.1.3 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) BI01010001010000000000000515BI0100001118 65.985 cum
6 1.06 5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more BI01010001010000000000000515BI0100001119 1979.55 kilogram
7 1.07 4.1.5 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) BI01010001010000000000000515BI0100001120 3.863 cum
8 1.08 4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns BI01010001010000000000000515BI0100001121 76.531 sqm
9 1.09 od48122/2019_2020/IA : Supplying and fixing boundary stone with RCC 1:1.5:3 pillar block having a size of 30*30*75 cm, steel reinforcement for RCC work, etc complete, fixed in CC1:3:6 using 40 mm metal 55*55*60 cm etc complete and centering and shuttering including strutting , propping and removal of form work for pillar and foundation. BI01010001010000000000000515BI0100001122 6 each
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