Proposed Drain and Retaining wall at Majehatel II ward No.7

Amount

Excavation in foundation, trenches etc., in earth work,in all lift and lead upto stacking the excavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15 cm, layers, when required in to plinths sides of foundations etc.,

Stone soling property hand-packed filling interstices with spells and consolidating with power road roller to the required gradient and camber including spreading watering and rolling of binding materials moorum or earth etc.100 mm spread thickness

Providing and laying cement concrete 1:6:12 (1cement: 6sand: 12graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth.

Providing and laying cement concrete 1:4:8 (1cement :4sand :8 graded stone aggregate 40mm. nominal size) with 15 % plum and curing complete excluding cost of form work in retaining walls/ Breast walls, the size of plums shall usually be 150mm. to 300mm. as per

Heavy duty compacted and Pressed C.C. interlocking paver block 60mmThick.

Providing and laying cement concrete 1:2:4(1cement: 2sand: 4graded stone aggregate 20mm nominal size) and curing complete excluding cost of For flooring.

300 mm dia hume pipe

P/L RCC Hume Pipe 600 mm Dia.

Steel work welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying Priming coat of red lead paint. In beams joists channels, angles, tee, flats with connecting plates or angle cleats as in main and Cross beams, hip and jack Rafters, purlins connected to common Rafters and the like. I. C. Chamber

Kashmir Singh

Devender Kumar

GULSHAN THAKUR