GENERAL-ANNUAL PLAN 2025-26 ODERIPOYIL DWSS STAGE 2 IN WARD 02 IN KAVILUMPARA GP-P NO 128/26-General Civil Work-1-- 1 PUMBING LINE & HOUSE CONNECTION 2 OD105178/2025-2026:Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil. and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m ;All kinds of soil ,Pipes, cables etc, not exceeding 80 mm dia Details of cost for 180 m length of pipe of an average dia. say 40 mm. Slope assumed -- 1 in 200. Earth work and filling- minimum depth of trench 60 cm. Average depth = (0.6 +1.50)/2= 1.05 Width for this depth = 0.45cm 180x0.45xl.05 =85.05 cum 3 OD105193/2025-2026:Providing and fixing PVC pipes includings of pipes with one step PVC solvent cement, & testing of joints complete as per direction of Engineer in Charge. 63 mm dia 10Kgf/cm2 4 OD105220/2025-2026:Providing and fixing PVC pipes includings of pipes with one step PVC solvent cement, & testing of joints complete as per direction of Engineer in Charge. 50 mm dia 10Kgf/cm2 5 OD105250/2025-2026:Providing and fixing PVC pipes includings of pipes with one step PVC solvent cement, & testing of joints complete as per direction of Engineer in Charge. 32 mm dia 10Kgf/cm2 6 OD105252/2025-2026:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, <br> & testing of joints complete as per direction of Engineer in Charge.25 mm dia 10.Kgf/cm2 7 OD105255/2025-2026:Providing street fountains with vertical posts by 75 mm pvc pipe 1.20 m long fixed in concrete filled with cc 1:3:6 ,20mm metal erected on cc platform 1:3:6 20 mm metal and connecting the taps in position including all cost conveyance etc complete (cost of tap and connecting pipe should be paid seperately) 8 18.17.2:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :32 mm nominal bore 9 18.17.4:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm nominal bore 10 18.17.5:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :65 mm nominal bore 11 PUMB HOUSE 12 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 13 OD105303/2025-2026: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 14 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) 15 50.6.1.7:Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15 cm in : CM 1:6 ( 1 cement : 6 coarse sand ) etc complete 16 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform 17 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). 18 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 19 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) 20 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) 21 13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) 22 13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer 23 13.44.1:Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm) 24 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 25 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 26 road crossing 27 OD209249/2025-2026:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface , complete as per specifications and directions of Engineer-in- Charge.With Material conforming to Grade - I ( size range 75 mm to 0.075 mm) having CBR Value- 30 (with out roller) 28 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
