Construction Work of Park Boundary Wall and Park Devopment Work at BSF Colony A- Block, Zone No. 08, Ward No. 18. File No. 154/26X3/3

Earth work in excavation for foundation, trenches for pipes / cables or drains etc. by mechanical means / manual means (exceeding 30cm in depth.) including ramming of bottom, dressing of sides, disposal of excavated earth including of all lift and lead upto 50m. Disposed earth to be levelled and neatly dressed All kinds of soil For Coloums of Boundry L - 120m - 30x0.90x0.90x1.20 = 29.16 For Water Harvesting Pits - 2x1.80x1.80x2 = 12.96 FOR RR MASONARY UNDER P/B [120- (30X0.90)]=93M - 1x93x0.60x0.70 = 39.06 Total - 81.18

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level. 4.1.4 Cement concrete grade M-10 (Nominal Mix) with 40 mm maximum size of stone aggregate For Coloums of Boundry L - 120m - 30x0.90x0.90x0.10 = 2.43 FOR RR MASONARY UNDER P/B [120- (30X0.90)]=93M - 1x93x0.60x0.10 = 5.58 For CC infront of Gate - 2x3.50x5.60x0.10 = 3.92 Total - 11.93

Random rubble masonry with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) FOR FOUNDATIONS AND RETAININGS [120 (30X0.30)]=111M 1x111x0.45x0.60 = 29.97

C R masonry (second sort) with hard stone in foundation & plinth with :Cement mortar 1:6 (1 cement : 6 coarse sand) [120-(30X0.30)]=111M 1x111x0.45x0.50 - 24.98

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding upto floor level including cost of binding wire, wastage and over laps upto 12mm horizontal/ inclined position of reinforcement bars in slab and beams, plinth, chajjas, lintels, upto 4.5m vertical length of reinforcement in wall columns (over laps shall be provided as per requirement of IS : 13920; IS 456 & SP : 34) etc. complete. 5.11.1 Mild steel and Medium Tensile steel bars. Total - 212.67+768.96+427.20+232.26+387.10 = 1643.71

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level.4.1.2 Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate FOR SILL BEND OVER C.R MASONARY 1x120x0.45x0.10 = 5.40

Centering and shuttering including strutting, propping stretching etc. complete for and removal of form work by sheet plate or ply wood shuttering for : 19.1.1 Foundations, footings, bases of columns, etc. For mass concrete

Centering and shuttering including strutting, propping etc.and removal of form for19.1.6 Columns, Pillars, Piers, Abutments, Posts and Struts. 30x2x0.50x2.20 = 66

Centering and shuttering including strutting, propping etc.and removal of form19.1.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. 2x120x0.30 = 72

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 : Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate. for columns padestal footing - 30x0.90x0.90x0.30 = 7.29, up to plinth beam - 30x0.30x0.20x1.80 = 3.24 - Total - 11