SITE DEVELOPMENT WORK IN CAMPUS OF COMMUNITY CENTRE ,ACHARYA NARENDRA DEV UNIVERSITY OF AGRICULTURE AND TECHNOLOGY KUMARGANJ AYODHYA.

Excavating trenches in all kinds of soil of required width for pipes. including excavation for sockets and dressing of sides, ramming of bottoms, including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc & disposing of surplus excavated soil as directed within a lead of 50m. up to 1.50 m depth (Pipes 80 mm to 300 mm diameter)

Excavating trenches in all kinds of soil of required width for pipes. including excavation for sockets and dressing of sides, ramming of bottoms, including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc & disposing of surplus excavated soil as directed within a lead of 50m. 1.50 m to 3.00 m depth (Pipes 80 mm to 300 mm diameter )

Open timbering in trenches including shuttering and shoring complete.Depth not exceeding 1.5 meter

Open timbering in trenches including shuttering and shoring complete.Depth 1.5 to 3.00 meter

Providing and laying Non pressure NP 2 class (light duty) RCC pipe with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1cement : 2 fine sand ) including testing of joints etc. complete. 150 mm. dia. RCC Pipes

Providing and laying Non pressure NP 2 class (light duty) RCC pipe with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1cement : 2 fine sand ) including testing of joints etc. complete. 250 mm. dia. RCC Pipes

Providing and laying cement concrete 1:5:10(1cement:5coarse sand :10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design150 mm. dia.

Providing and laying cement concrete 1:5:10(1cement:5coarse sand :10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design250 mm. dia.

Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design. Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg).With common burnt clay FPS (non modular) bricks of class designation 7.5 For Sewer Line

Extra for depth for manholes: Size 90x80cm with With common burnt clay FPS (non modular) bricks of class designation 7.5