annual plan-karimpuzha grama panchayath-2025-26,thachamkode nagar dwss-(pro.no.41/26)-general civil work--- 1 dwss work 2 2.31:clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared 3 15.9.2:demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of engineer -in- charges:in cement mortar 4 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 5 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) 6 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 derived from natural sources) 7 5.9.1:centering and shuttering including strutting, etc. and removal of form for:foundations, footings, bases of columns, etc for mass concrete 8 od185670/2025-2026:data modified (irrigation dept. od-60.7.1)-dry rubble masonry _ departmental 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 9 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. 10 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 derived from natural sources) 11 5.9.6:centering and shuttering including strutting, etc. and removal of form for:columns, pillars, piers, abutments, posts and struts 12 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 sizederived from natural sources). 13 5.9.5:centering and shuttering including strutting, etc. and removal of form for:lintels, beams, plinth beams, girders bressumers and cantilevers 14 5.9.3:centering and shuttering including strutting, etc. and removal of form for:suspended floors, roofs, landings, balconies and access platform 15 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 16 5.11.1:extra additional height in centering, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and decentering at all levels, over a height of 3.5m, for every additional height of 1 metre or part thereof (plan area to be measured).suspended floors, roofs, landing, beams and balconies (plan area to be measured) 17 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 18 10.25.2:item shifted to sub head 14 as item 14.73item shifted to head 14 as item 14.74steel 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 19 13.61.1:painting with synthetic enamel paint of approved brand and manufacture to give an even shade:two or more coats on new work 20 50.18.9.17.1:providing and fixing pvc pipes including fixing the pipe with clamps/ clip at 1.00 m spacing . this includes jointing of pipes with one step pvc solvent cement and testing of joints complete as per direction of engineer-in-charge 63 mm dia 6 kgf/cm2 - external work - exposed on wall 21 50.18.9.7.1:providing and fixing pvc pipes includings of pipes with one step pvc solvent cement, trenching refilling & testing of joints complete as per direction of engineer in charge. 63 mm dia 6kgf/cm2 22 18.48:providing and placing on terrace (at all floor levels) polyethylene water storage tank :isi 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 23 od195463/2025-2026:approved ods of dist.pts. (est no.:2017/51868, od no.1280294/2021_2022) supply, install, test and commissioning of tube well submersible motor and pump set up to and including 10hp in existing tube well with following a) 50mm dia upvc pipe 60m b) 3 core 4sqmm upvc cable 65m, c) nylon rope for hanging the motor d) gi clamp e) non return valve f) 50mm gi bend, 50mm gi pipe upto non return valve g) panel board made of powder coated gi sheet with suitable frame work with isi marked dol starter, main switch 440 volts, 100 ma 4 pole elcb, capacitor, selector switch - 2 nos, ammeter, voltmeter, indicator lamp - 3 nos etc (rate per hp) 24 od195504/2025-2026:approved ods of dist.pts. (est no.:2017/51868, od no.1280301/2021_2022)-supply and errect readymade ferrocement pump house of size 1.5x1.5x2.1m with following specification rcc post shall be fixed in pcc 1:3:6 of size 45x45x45cm, foundation alround with solid block masonry with cm 1:6 of 30x40cm, size ferrocement wall of 1.5mx2.10m of thickness 25mm, ferrocement triangular type roof made of ferrocement slab of thickness 25mm, ms door of size 75x210cm with 1mm thick ms sheet and suitable gi frames and painting with two coats of synthetic enamel paint over a coat of iron primer with suitable locking arrangement and a pad lock of 5 lever, ms ventilator of size 60x45cm, flooring with cc 1:4:8 75mm thick and plastered over 12mm thick cement plaster 1:4 and neat cement flushing coat and all wall surfaces and roof shall be painted with two coats of exterior emulsion paint over coat of primer 25 od295370/2025-2026:modified date of dsor-2021 (item no.18.17.4)-providing and fixing 63mm dia upvc gate valve including cost and conveyance charge and fixing charge..et. complete 26 od295412/2025-2026:modified data of pwd electrical item no.5.4 (dar-2021)-earthing with g.i. earth plate 600 mm x 600 mm x 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required.