SPL REP TO BLDG NO TFB-13, 17 AND 18 AT DEMO BTY UNDER GE (AWC) MHOW

Excavation over areas n. exc 1.5m deep & getting out in Soft/Loose soil complete all as specified and as directed.

M&L Moorum / red bajri filling floors or pavings with laid in layers not exc 15cm thick spread levelled and rammed including watering complete as specified.

Removing excavated soil material to a distance exc 250m but not exc 500m and depositing where complete all as specified and directed.

M&L cement concrete type D2 1:4:8 (40 mm graded stone aggregate) 100mm thick in floors and pavings complete all as specified and directed.

Providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-35 grade conforming to IS 15658: 2006 with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand; complete all as specified and directed.

M&L for sand filling 50 mm thick under floor or in foundation complete all as specified and directed.

M&L for PCC coping 1:2:4 B-0 (using 12.5mm graded stone aggregate) on top of brickwork/sides of interlocking tiles all as specified and as directed

M&L for Hard core of guage n.exc 63 mm, deposited, spread and levelled in layers n.exc 15 cm thick, watered and rammed to a true surface, complete all as specified and directed.

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and directed.

S & F Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161- 1979 grade St.-240 complete all as specified and directed.