Various development works at Hathi Village, Amer, Jaipur under Member Secretary, Hathgoan

PWD Item 1.6 Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed : All kinds of soil No. L B D/H For Pillers near Block R SocialCourtyard 20 1.5 0.75 0.6 For Pillers nale ke pas 10 1.2 0.6 0.6 New Boundary wall for social courtyard 1 35 0.6 0.6

BSR Item 6.1.4 Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: No. L B D/H For Pillers near Block R SocialCourtyard 20 1.5 0.75 0.6 For Pillers nale ke pas 1 0 1.2 0.6 0.6 New Boundary wall for social courtyard 1 35 0.6 0.9

BSR Item 6.2.4 Random Rubble stone masonry with hard stone in super structure above plinth level and upto five level above 30cm. thick walls in :6.2.4 Cement Mortar 1:4 ( 1-Cement : 4-Sand). No. L B D/H For Pillers near Block R SocialCourtyard 20 1.0 0.6 1.8 For Pillers nale ke pas 10 1.2 0.45 1.8 damaged outer boundary wall 1 40 0.4 3.05 New Boundary wall for social courtyard 1 35 0.6 2.1 boundary wall nale ks pas 1 20 0.45 1.8

BSR Item 6.2.4 Pointing on stone masonry in cement sand mortar 1:3 (1 cement : 3 sand) Raised and cut pointing. No. L D/H damaged outer boundary wall 2 40 3.05 New Boundary wall for social courtyard 1 35 2.4 boundary wall nale ks pas 1 20 1.8

BSR Item 3.2.2 Providing and laying cement concrete including curing , compaction etc. complete in retaining walls, return walls,walls (any thickness) including attached pilasters, columns,piers, abutments, pillars, posts, struts,uttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, levelling course etc up to floor five level excluding the cost of centering and shuttering.M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). No. L B damaged outer boundary wall 2 40 0.4 New Boundary wall for social courtyard 1 35 0.6 boundary wall nale ks pas 1 20 0.45

PWD G- 4.1 Carriage of earth, sand lime, morrum, manure or siudge etc for 10 km No L B D/H 1 40 3.2 0.3

BSR Item 11.26 Random rubble dry stone Kharanja under floor. No L B D/H 1 40 3.2 0.3

BSR Item 6.2.4 Random Rubble stone masonry with hard stone in superstructure above plinth level and upto five level above 30cm. thick walls in :6.2.4 Cement Mortar 1:4 ( 1-Cement : 4-Sand). No L B D/H 1 40 3.2 0.75

BSR Item 12.31.2 Pointing on stone masonry in cement sand mortar 1:3 (1 cement : 3 sand) Raised and cut pointing. No L B 1 40 3.2