Protection Work at Deendayal Nagar Kunda Bharatpur

Item Code [B 1.26]:Item Type [Building] ::Add extra for foundation/trenches/drains for every additional lift of 1.5 Mtr. or part thereof in Sub Item Code [B 1.26 + B 1.26.1]: Add extra for foundation/trenches/drains for every additional lift of 1.5 Mtr. or part thereof in All kinds of soil

Item Code [B 1.8]:Item Type [Building] :: 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 upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils

Item Code [B 11.22]:Item Type [Building] ::Fine dressed & machine cut edges 30-35 mm thicksand stone flooring over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) jointed grey cement slurry mixed with pigment to match the shade of stone complete as per design drawing and instruction of EI. Sub Item Code [B 11.22 + B 11.22.1]: Fine dressed & machine cut edges 30-35 mm thicksand stone flooring over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) jointed grey cement slurry mixed with pigment to match the shade of stone complete as per design drawing and instruction of EI. Red sand stone (Karauli stone)

Item Code [B 11.26]:Item Type [Building] :: Random rubble dry stone Kharanja under floor.

Item Code [B 12.2]:Item Type [Building] ::Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish : Sub Item Code [B 12.2 + B 12.2.2]: Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish : 20mm thick .

Item Code [B 12.31]:Item Type [Building] ::Pointing on stone masonry in cement sand mortar 1:3 (1 cement : 3 sand) : Sub Item Code [B 12.31 + B 12.31.2]: Pointing on stone masonry in cement sand mortar 1:3 (1 cement : 3 sand) : Raised and cut pointing.

Item Code [B 14.9]:Item Type [Building] ::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-charge: Sub Item Code [B 14.9 + B 14.9.2]: 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-charge: In cement mortar.

Item Code [B 3.1]:Item Type [Building] ::CEMENT CONCRETE (CAST-IN-SITU): Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. Sub Item Code [B 3.1 + B 3.1.1]: CEMENT CONCRETE (CAST-IN-SITU): Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size).

Item Code [B 3.1]:Item Type [Building] ::CEMENT CONCRETE (CAST-IN-SITU): Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. Sub Item Code [B 3.1 + B 3.1.4]: CEMENT CONCRETE (CAST-IN-SITU): Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size).

Item Code [B 4.1]:Item Type [Building] :: CAST-IN-SITU CONCRETE: Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix