Annual Plan 2025 26 Infrastructural Development Work of Lower Kuttanad Region Flood Protection Works of Kannamkary Kadampamkari Padasekharam Phase 2 in Alappuzha District General Civil Work

Amount

Side Protection Works of outer bund

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 levelling course using departmental rubble including packing to compactness tolines and levels , labour chargesetc . Complete as per direction of Departmental

60.7.8 DR with Departmental Stone -DRY RUBBLE MASONRY Dry rubble Without concrete levelling course using departmental rubble including parking to lines and levels, labour charges etc. complete as par direction of Departmental officers at site

60.64.1 Coconut Pile - Supplying and Stacking Well matured straaight cpconut post for driving down throug various strata belloew bed level including cost coveyance labour charges etc complete

OD36205/2025-2026 Coconut Pile -Driving down coconut piles to lines and levels through soft to medium clay soil strata including all the hire charges and labor and all other appliances necessary for pile driving down after pointion the bottom end Details for one post 6 m long 15 numbers per day 6x15m detalis for 90 m length

OD38889/2024-2025 Dry rubble masonry (without concrete levelling course) with good quality blastedrubble (without bond stone), and 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 aggreagate 20 mm nominal size ) up to plinth level with :Cement mortar 1:6 (1 cement :6 coarse sand)

13.33.1 Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing

5.9.1 Centering and shuttering including strutting, etc. and removal of form of :Fooundations ,footing ,bases of columus etc for mass concrete

5.1.2 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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size

4.1.3 Providing and laying in position specified cement concrete, of s pecified grade excluding the cost of centering, shuttering, - All work up to Pilnth level 1:2:4 ( 1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20 mmnominal size)

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

50.2.26.1 Filling with contractor own earth (excluding rock )in open areas in layers not exceeding 20cm in depth , consolidating each depostited layer by ramming and watering , lead up to 50 m and lift up to 1.5 m per direction of site Engineer -in - charge

SAMASYA.M (BID ID -2259698)

sanalkumar v d (BID ID -2259648)

thomas scaria (BID ID -2259282)

JIJOMON A G (BID ID -2259528)

Bidder Name

sanalkumar v d

thomas scaria

SAMASYA.M

Thomas Joseph

JIJOMON A G