Special repair of damaged lining of Jakholi Disty at RD. 18750, 39050 and 51200

Amount

Excavating, supplying and filling of local rearth (including royalty) by mechanical transport upto a lead of 1 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. HSR item No.4.33

COMPACTION Extra for laying earth/ fly ash as per specifications in 20 cm layers and dressing but excluding the cost of rolling HSR item No.17.8.1

Lining with design mix concrete of grade M-15 witjh minimum cement content 240 kg/cum, 75 mm thick in curve portion and side slope manually including rendering with cement sand (1:3) slurry, form work, dressing and preparation of sub grade as per directions of Engineer- in -charge. 75mm thickness in slope (HSR 14.10.1.2) manually

Lining with design mix concrete of grade M-15 witjh minimum cement content 240 kg/cum, 75 mm thick in curve portion and side slope manually including rendering with cement sand (1:3) slurry, form work, dressing and preparation of sub grade as per directions of Engineer- in -charge. 75mm thickness in Bed (HSR 14.10.1.1) manually

Providing and laying cement concrete in retaining walls, return walls(any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., upto floor four level, excluding the cost of centering, shuttering and finishing: 1:2:4 (stone aggregate 20 mm nominal size) HSR item No.6.2.2

Brickwork with common burnt clay non modular bricks of class designation 7.5 in superstructure above plinth level upto the floor 4th level in all shapes and sizes in cement mortar 1:4 HSR Item No. 7.22.1)

Curing lining for 28 days on side slopes HSR item No.14.14.2