Annual Plan-Annual Plan 2025-26 Mankada BP (Proj No. 162/26)-Construction of Women Empowerment Centre on Melepallippuram Anganwadi Building in Koottilangadi GP

50.6.7.2:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc.

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).

5.22.6: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

10.25.2:Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works

50.10.2:Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete

OD48911/2025-2026:Providing and fixing percoated galvanised iron profile sheets(size , shapeand pitch of corrugation as approved by engineer in charge ) 0.35 mm9+0.05%), total coated thickness withzinc coating 120 gram per sq mas per IS 277, IN 240 mpa steel grade,5-7 microns epoxy primer on both side of sheet and polyester top coat 15-18 microns. sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single lengthup to 12 meter or as desired by engineer in charge . The shet should be fixed using self drilling/self trapping screwsof size (5.5*55mm) with EDPM seal, complete up to any pitch in horizontal/verticalor curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. details of cost for 216.14 sq m( external dimensions of plinth) Area of roof 20.2*10.7 m=216.14 sq m sheets used+ 20 Nos*10.7 m*1.06 m=226.84 sq m add 3% wastage=6.81 Toatal+233.65 sq m

OD48914/2025-2026:Providing and fixing 150 mm wide, square cut PVC 4 kkgf/cm2 rain water gutter pipewith iron brackets with 25*5 mm size flat, screws and washers etc.including making necessary connections with rain water pipes etc complete

OD48912/2025-2026:(OD from DAR 10.5.1)-Steel work foe doors and windows , using MS Angles flats,sheets etc including all material , labour charges,necessary fittings etc complete, including appying a priming coat of approved steel primer

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