Alappuzha District Panchayath2024-25- Infrastructural Development works ofKuttanadan Padasekharam- ChennithalaDivision- Project No.866-Construction ofCulvert with Ramp at Mamuttatharayil-Padasekharam, Chennithala GP

Amount

Construction of culvert with ramp

OD5386/2024-2025:RING BUND TYPE I - Putting up ring bund of bottom width of 3m, top width of 1m height of 2m and side slope 1/2:1 by driving down half split coconut log 4m to a depth of 2m below ground level at 75 cm 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 inside with clay to maintain the bund till the completion of the work and removing the same after completion etc. (Boat load up to 3 km)

OD5379/2024-2025: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

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

OD5382/2024-2025:60.64.1.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

OD5384/2024-2025:60.64.4.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

OD5385/2024-2025:Filling with quarry muck 51.2.3 Filling uplow lying and water logged areas with local material/quarry muck spreading in layers,levelling the top at site and consolidation by ramming etc completefor improving the CBR value of subgrade

OD5381/2024-2025:60.7.2DR 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

OD5383/2024-2025:Modified Data 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)

4.1.8: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)

5.1.3: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)

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)

5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 150 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm 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

5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform

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

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

OD5380/2024-2025:Filling with red earth (excluding rock) in trenches,plinth,sides of foundation etc. in layers not exceeding 20 cm in depth,consolidating each deposited layer by ramming and watering,lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge

13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)

VARKEY.K.K (BID ID -2084502)

Bidder Name

Haridas.A.K

VARKEY.K.K