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

Amount

Vettakkal B block - (Appx4) Construction of culvert

OD2469/2024-2025: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).

2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil

OD2470/2024-2025:60.2.2 Bailing out water Using 5 HP Pump Bailing out water with 5 HP engine and Pump set including conveyance to site and erection ,cost of fuel, lubrication oil and other storepay of staff complete

OD2471/2024-2025:Modified old data 60.64.1 Coconut Plie- Supply and stacking well matured straightcoconut post for driving down through various strata bellow bed level including cost conveyance labour charges etc complete

OD2472/2024-2025:Modified old 60.64.4 Coconut Pile -Driving down coconut pile lines and levels through various strata including all hire charges and labour for fixing ,staging platform and all other appliances necessary for pile drivingdown afterpointing the bottom end

OD2473/2024-2025:Modified old 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 department officers at site .

OD2474/2024-2025: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)

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)

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)

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

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)

4.3.3:Centering and shuttering including strutting, propping etc. and removal of form work for:Columns, piers, abutments, pillars, posts and struts

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

OD2475/2024-2025: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

Vettakkal B block - (Appx 2) Bund Formation & Side Protection wall ,

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

OD2197/2024-2025: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

OD2198/2024-2025: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 B block - (Appx3) RAMP 2nos

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

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)

OD2438/2024-2025:Modified old 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 department 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)

OD2437/2024-2025:Filling with Quarry muck51.2.3 fill up low lying and water logged areas with local materials / quarry muck

5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for: Edges of slabs and breaks in floors and wallsUnder 20 cm wide

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

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 B block - (Appx 1) Pettychal Maintainence (1 Nos)

OD2639/2024-2025:Ring bund type1 putting up ringbund as per approved shape 2.5m bottomwidth,1m top width using empty gunny/polythene bags filled with earth placed in 2 rows at 0.6 m apart and filled in between with puddle clay to form bund for an average height 2m including labour dismantling the bund after completion of the work etc

OD2476/2024-2025:60.2.2 Bailing out water Using 5 HP Pump Bailing out water with 5 HP engine and Pump set including conveyance to site and erection ,cost of fuel, lubrication oil and other storepay of staff complete

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)

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

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

JACOB GEORGE

SAJU P MAKKAR

VIJAY V NAIR

Bidder Name

JACOB GEORGE

SAJU P MAKKAR

VIJAY V NAIR

SASIKUMAR P K