PRON OF VIEW CUTTER AND INTERLOCKING TILES IN FRONT OF BLDG NO 287 T302 T162 P56 ALONG THE ROAD DSOI PRON OF PATHWAY INSIDE THE GTO GROUND AT SCC AND BLDG NO T95 AND PROVISION OF SOAKAGE WELL INCLUDING SEWAGE LINE APPROCH PATH NEAR BLDG NO T10

Surface dressing n exc 15 cm deep and averaging depth 15 cm and getting out in hard dense soil complete all as specified and directed.

M & L Excavating over areas, n exc 1.5 m deep and getting out in hard dense soil complete all as specified and directed.

M & L of surface excavation not exceeding 30cm deep and averaging 15cm deep and getting out in hard den soil complete all as specified and directed.

M & L cement concrete 1:4:8 type D2 (using 40 mm graded stone aggregate) as in foundation filling and mass concrete to be laid in required slopecomplete all as specified and directed.

S&F providing and laying 60mm thick rubber moulded factory made chamfered edge cement concrete glossy finish paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, 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 and 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.

S&F providing and laying 80mm thick rubber moulded factory made chamfered edge cement concrete glossy finish paver block of M-40 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, laid in required colour & pattern over and including 50mm thick compacted bed of fine river sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer and 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 hardcore of broken stone of gauge n exc. 63 mm, deposited, spread, levelled and rammed in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and as directed.

M&L Providing, cement concrete 1:2:4 type B1 in in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands,plinth courses, string courses,lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed including neccessary formwork complete all as specified and directed.

S&F 75mm dia PVC (SWR) pipe and single socketed in any length with rubber ring joint laid in trenches or in floor complete all as specified and directed.