NABARD-RIDF XXVIII Infrastructural Development works of various padasekharams under Cherthala Legislative Assembly Constitutency Alappuzha district-IDW at Vettakkal C Block padasekharam- CIVIL WORK

Amount

Vettakkal C - (Appx 1) Construction of Culvert

OD2504/2024-2025:60.7.3 DISMANTLING DR - Dismantling, clearing away and carefully stacking materialsuseful for any thickness of wall in DR masonry including disposal of debaris within a distance of 150m

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

OD2614/2024-2025:RING BUND type -1 putting up ring bund of bottom width of 3m , top width of 1m, hieght of 2m and side slope 1/2 : 1 by driving down half split coconut long 4m to a depth of 2m below ground level at 75 c/c in two raws and fixing 1/4 split coconut wailing pieces in 3 raws and connecting the post with 1/4 split cross ties, bamboo reepers for tying ,screening and filling insidewith clay maintain the bund till the completion of the work and removing the same after etc complete (boat load upto 3KM).

OD2371/2024-2025:Bailing out water using 5HP pump-Bailing out water with 5 HP engine and pump set including conveyance to site and erection,cost of fuel,lubrication oil and other stores, etc complete

OD2372/2024-2025:60.64.1.Coconut pile-Supplying and stacking well matured straight coconut post for driving down through various stratabelow bed level including cost of conveyance,labour charges etc complete

OD2373/2024-2025:60.64.4.Coconut pile-Driving down coconut pile to lines and levels through various strata including all hire charges and labour for fixing,staging platform and all other appliances necessary for pile driving down after pointing the bottom end

5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts

OD2374/2024-2025:60.7.2DR packing under foundation-Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labourcharges etc.complete as per direction of deptl.officers at site

4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)

5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)

5.22.1:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars

OD2503/2024-2025:FIlling with contractors own earth (excluding rock) in trenches,plinth,sides if foundation etc in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering,lead upto 50m and liftupto 1.5m as per direction of site Engineer-in-charge

OD2615/2024-2025:DRY RUBBLE MASONRY -Dry rubble witout concrete levelling course masonry with good quality blasted rubble including packing to compactness to line and level cost and conveyance of all material ,labourcharge etc complete as per directions of departmental officers at site ( boat load upto 3 KM)

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)

Vettakkal C - (Appx 2) Farm Road construction

2.33.1:Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 30 cm girth up to and including 60 cm girth

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

OD2376/2024-2025: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 .

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

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

OD2377/2024-2025:Construction of embankment with approved material (red earth) from borrow pits with all leads and lifts transporting to site spreading grading to a required slope.BASED ON ALREADY APPROVED DATA OF ESTIMATE ID 2017/21

Vettakkal C - (Appx 3) Retaining wall near Sudheeran bridge towards north

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

OD2379/2024-2025: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 .

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

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

JACOB GEORGE

SAJU P MAKKAR

Bidder Name

JACOB GEORGE

SAJU P MAKKAR

REJIMON ELIAS