chnadan van gandher purani deewar pr 2 feet deewar may barbed wire

Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in Cement Mortar 1:6 [BSR, PWD, Chap-B-6, I.No.-6.2.6, Page-69]

Plaster on new surface on wall in cement sand mortar 1:3 including racking of joints etc. complete fine finish 25 mm Thick [BSR, PWD, Chap-B-12, I.No.-12.1.1, Page-139]

Pointing on stone masonry in cement sand mortar 1:3 Flush / Ruled/ Struck or weathered pointing. [BSR, PWD, Chap-B-12, I.No.-12.30.1, Page-143]

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, CC block shall be paid extra) [BSR, PWD, Chap-B-9, I.No.-9.37, Page-104]

Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting (height upto 10 m) , fixing in position and applying a priming coat of approved steel primer all complete 785 Pole ×1.95 mtr(2 Ft ×2 Ft×2.5Ft)= 1530.75 mtr ×4.5 kg/mtr(50 ×50×5 mm)= 6888.38 kg

Miscellaneous expenditure Computer Ment. , Dizel, etc.