annual plan-ollukkara bp adukkala para kudivella padhadhi -pno 135/26 in pananchery gp-general civil work -1.001 od429523/2025-2026:selection of suitable site for drilling borewell construction after hydrological and geophysical investigation 1.002 od429524/2025-2026: drilling 150mm dia borewell suitable to accomodate well pipe of internal dia 180mmor various depth upto below ground level having an overburden in all classes 7 rock inclusive hire charges etc.complete. 1.003 od429526/2025-2026:supplying, laying and jointing 180 mm dia pvc casing pipe including all cost of materials, specials, labour, etc. complete 1.004 od429528/2025-2026:supplying laying and jointing end cap suitable for 180mm dia pvc casing pipe including all cost of materials, specials, labour, etc. complete 1.005 od429530/2025-2026:testing(yield test) the water taken from the borewell to know the probability and yield and providing certificate from the authorised laboratory by ground water development 1.006 od429532/2025-2026:water quality test 1.007 51.18.12.7:providing and fixing g.i. pipes complete with g.i. fittings (cost of fittings to be paid separately) <br> external work - 65 mm nominal dia 1.008 16.42:cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size ) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete 1.009 od429775/2025-2026:providing and fixing pvc valve of approved quality (screwed end) :63 mm nominal bore 1.01 od430219/2025-2026:supplying and fixing granite name board 1.011 13.71:lettering with black japan pint of approved brand and manufacture 2 pump house 2.001 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 2.002 od429899/2025-2026: 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 as per direction of departmental officers at site 2.003 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) 2.004 2.25:filling available excavated 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. 2.005 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 (zone-iii) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 2.006 50.6.1.5:solid block masonry using pre cast solid blocks ( factory made) of size 30x20x20cm or nearest available size confirming to is 2185 part i of 1979 for super structure up to floor two level thickness 20cm and above in: cm 1:6 ( 1 cement : 6 coarse sand) etc complete 2.007 13.1.2:12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand). 2.008 13.43.1:applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:water thinnable cement primer 2.009 13.98.1:wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade:one or more coats on old work 2.01 13.99.1:painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :one or more coats on old work 2.011 10.5.1:providing and fixing 1 mm thick m.s. sheet door with frame of 40x40x6 mm angle iron and 3 mm m.s. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.using m.s. angels 40x40x6 mm for diagonal braces 2.012 5.3:reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° 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) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). 2.013 5.9.3:centering and shuttering including strutting, etc. and removal of form for:suspended floors, roofs, landings, balconies and access platform 2.014 5.22a.6:steel reinforcement for r.c.c work including straightening, cutting, bending, placing in position and binding all complete above plinth level.thermo - mechanically treated bars of grade fe-500d or more