Name of Work:- Annual Plan-Kuttiyattur GP project 297/25-26 Porolam smashanam maintenance Phase II-Porolam smashanam maintenance -General Civil Work-212600100100000001
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Item Description
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smashanam maintenace
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2.1.1:Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil
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OD460741/2025-2026:Providing and laying 60 mm thick factory made cement concrete interlocking paver block made by block machine with strong vibratory compaction of approved size and design and shape laid in required colour and pattern over and including 50 mm thick compacted bed of stone aggregate 6 mm nominal size filling the joints with fine sand etc all complete as per direction of engineer in charge , vertically including cost and conveyance of all materials all labour charges fabricating etc complete( modified 16.68 replacing sand bed with 6 mm stone aggregate)
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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
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OD473258/2025-2026:Dry laterite masonry for foundation and basement including cost and conveyance of all materials and all labour charges etc complete
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OD460752/2025-2026:Laterite masonry in cm 1:6 for foundation and basement including cost and conveyance of all materials and all labour charges etc complete
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8.31:Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in- Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
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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. Please Enable Macros to View BoQ information
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