tender for construction of wall & fencing work at arwar; 1 earth work in excavation by mechanical means (hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal ofexcavated earth, lead upto 50m andlift upto 1.5 m , disposed earth to be levelled and neatly dressed : all kinds of soil walls and pillars bsr item 1.6 2 foundation work in footing providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - all work up to plinth level. (1:4:8) wall and pillars bsr item 3.1.6 3 at top pillars wall (for binding of chainlink base with the top of stone wall)(1:2:4) bsr item 3.1.3 4 random rubble stone masonry for with hard stone in foundation and plinth in cement sand mortar above 30 cm thick wall in: 1:6 c:s wall and pillars bsr item 6.1.6 5 super structure random rubble stone masonry with hard stone in cement sand mortar including curing and mixing of mortarin superstructure in ratio 1:6 walls and pillars bsr item 6.2.6 6 plaster work plaster on new surface on walls in cement sand mortar 1:4 including rackingofjointsetc. complete fine finish :pillars one side bsr item 12.2.3 7 pointing work pointing on stone masonry in cement sand mortar in 1:3 wall bsr item 12.31.2 8 structural steel work in single section fixed with or without connecting plate including cutting, hoisting ( height upto 10 m), fixing in position and applying a priming coat of approved steel primer all complete. ms iron angle dimension - 2x 2 inch , 5 ft height - placed at every 3 m at upper side of wall, 1 ft inside pillar and 4 ft on top of wall to support the chainlink fence and ms angle y base for concertina wire 25 x 3 mm, placed at top of existing 2x2 inch iron angle to support concertina coil fencingbsr item 9.1 9 providing and fixing concertina coil fencing with required dia 610 mm (having 15 nos. round per 6 metre length) up to 3m height of wall with existing angle iron y shaped placed 2.4 m or 3.00 m apart and with 9 horizontal r.b.t. stud tied with gi staples and gi clips to retain horizontal including necessary bolts or gi barbed wire tied to angle iron all complete as per direction of engineer in charge with reinforced barbed tape (r.b.t.)/spring core(2.5 mm thick) wire of high tensile strength of 165 kg/sq.mm with tape (0.52 mm thick) and weight 43.478 gm/metre (cost of ms angle shall be paid extra) bsr item 9.37 10 supplying and fixing of chain link fencing on top of wall and binding with existing angle iron posts - chainlink specifications: 300m running length, 4 ft height, 1x1 inch mesh size and 2 mm gauge wire thickness non bsr item 11 iron gate (sliding type) 14x7 feet - made with 1.5x3 inch ms pipe supported with 0.5 inch hole size weld mesh. non bsr item