Repair work of Damaged Embankment and retaining wall at Lohiyapath Service Lane LHS

Restoration of Rain Cuts Restoration of rain cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and technical specifications Clause 1902 Manual Means as per SOR CH. 26 Item No 55

Sand Filling in Foundation Trenches as per Drawing & Technical Specification

Empty Bag Filling by Sand. Supply and Laying of sandy earth plastic cement bags (volume 0.035cum) including cost of earth , cost of empty bags , labour , stitching with sutely complete , laying and placing complete at the place of restoration of Embankment.

Construction of Subgrade with Material Obtained from Borrow Pits (For Carted Earth Work) Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 as per SOR Ch. 26 Item No. 15

Brick work with common burnt clay (non modular) bricks of class -150 in superstructure above plinth level up to floor V level in all shapes and sizes in :: Cement mortar 1:4 (1 cement : 4 coarse sand) as per SOR Ch. 9 Item No. 6.4.1

Providing and laying cement concrete in retaining walls, return walls, walls (anythickness) 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., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm (nominal size) as per SOR Ch. 8 Item No. 4.2.3

Providing and laying cement concrete in retaining walls, return walls, walls (anythickness) 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., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:1½:3 (1 cement : 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm (nominal size). as per SOR Ch. 8 Item No. 4.2.1

15 mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement: 4 coarse sand) As per SOR