Construction of Footpath and Gazebo and Fixing of RCC Railing on Boundary Walls of Parks in Pocket-T, Sector-20, YEIDA wc-H

Earth work in ordinary soil in all of foundation trenches including dressing of the side and ramming of bottom lifts upto 1.5m including getting out the excavated soil and disposal of surplus excavatd soil as directed within a lead of 50 m AR/GNIDA(AOR-Sr. no 6 item code. 2.8.1)

Providing and laying in position cement concrete with 4cm gauge stone ballast, coarse sand and cement in proportion 8:4:1 , including supply of all materials, labour, Tools & plant extra for proper completion of the work. (SOR item no 281/p-17)

M-150 brick work in 1:4 1 cement and 4 coarse sand of 2.20 FM mortar in foundation and plinth including supply of all materials, labour and T&P etc. required proper completion of the work. (SOR item no305a/ p-19)

M-150 brick work in 1:4 1 cement and 4 coarse sand of 2.20 FM mortar in super structure for wall of one brick thick. Including supply of all materials, labour and T&P etc. required proper completion of the work. (SOR item no305a+310/ p-19)

Chequerred precast CC tiles 22mm thick in footpath and courtyard on 20mm thick bed of Cm1:4. (Sor based on DAR 18 /11.20.2)

12 mm cement plaster of mix 1:6 (1 Cement : 6 C. Sand). (DSR Code.No-13.4.1) AOR

15mm cement plaster on rough side of single or half brick wall of mix 1:6 (1Cement: 6 Coars sand) (AOR-Sr. no 57item code. 13.5.2)

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)

Reinforcement cement concrete work in beams, suspeded floors, roofs having slope up to 15 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, straircases and spiral stair cases above plint level up to floor five level, excluding the cost of centering, shuttering, finishing and reinfrocement with :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) (AOR sr. no 22/ item code no 5.3)

Steel reinforcement for RCC Work including straightening, cutting, bending,placing in position and binding all complete up to plinth level miled steel and medium tensile steel bars. (AOR-Sr. no 30 item code. 5.22.1)