Annual Plan-Erattupetta Municipality Pro No 112/25-26-Elakkayam Checkdam area DWSS open well maintenance ward 7 8-General Civil Work

OD316619/2025-2026:Bailaing out water using pump above 5HP bailing out water with engine and pump set above5HP and up tk 10HP including conveyance to site and erection cost of fuel lubrication and stores pay to staff etc complete

OD316620/2025-2026:Putting up cross bund with 1.00mt top width and 1.mt bottom width for a hiehgt of 1.5m by driviing down 1/2 split coconut piles 4.5 to 6m long at 1m c/c both sides, 1mt above and 2 mt below ground level tying with coir yarn and half split horizontal peices 54 rows on both sides cross ties 1m apart and struts on both sides at 2m apart screening both sides with 1/3 rd split areacanut reepers 30cm square mesh and with PVC sheet all tying properly with GI fencing wire and filling inside with stiff clay, consolidated properly without oozing water including maintaining the bund till completion as per the direction of departmental officers at site

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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil

OD331923/2025-2026:DRY RUBBLE MASNRY:dRY RUBBLE MASONRY WITHOUT CONCRETE LELVELLING COURSE MASONRY WITH GOOD QUALITY BLASTED RUBBLE INCLUDING PACKING TO COMPACTNESS TO LINES AND LEVLES COST AND CONVEYANCE OF ALL MATERIALS LABOUR CHARGES ETC COMPLETE AS PER DIRECTIONS OF dEPARTMENTS OFFICERS AT SITE

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)

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)

5.7:Reinforced cement concrete work in well - steining excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) derived from natural sources derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources derived from natural sources)

5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

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

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).

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