GENERAL-ERAVUKARY PADASHEKARAM-KP-Mitigation of flood in padashekarams of Kuttanad Taluk-Mitigation of flood in Eravukary Thekku padashekaram in Edathua Gramapanchayath-General Civil Work

Amount

PROTECTION WORKS

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

60.7.3:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m.

60.7.2:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.

60.7.8:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site

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

7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)

4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns

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)

OD20547/2022-2023:Earth work in rough excavation in or under water or liquid mud, banking excavated clay in layers not exceeding 20 cm in depth, breaking clods and tressing up in embankments for roads flood banks marginal banks and guide banks with all leads and lifts in all kinds of soil(based on DSR 2.2.1-2.4-2.5+20%)( under water excavation in stiff heavy kayal clay). Certificate:- Certified that the observed data is prepared by taking the rates and labour charges as per current schedule of rates and has been prepared as per the actual observation at site.

James Thomas

CHERIAN

Bidder Name

CHERIAN

sanalkumar v d

James Thomas