Construction of concertina wire fencing at Koderma Jharkhand

Amount

Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 M. including all lifts, levelling, ramming the foundation trenches, removing roots of trees, shurbs all complete as per approved design building specification and direction of E/I.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work upto plinth level. 1:3:6 (1 cement:3 coarse sand:6 graded stone aggregate 20 nominal size)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work upto plinth level. 1:1.5:3 (1 cement:1.5 coarse sand:3 graded stone aggregate 20 nominal size)

Supplying at site Angle iron post & strut of required size including bottom to be spilt and bend at right angle in position direction for 10 cm length and drilling holes upto 10 mm dia. Complete.(75mmx75mmx8mm)

Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia. 10 metre openable length (total length 90 m),having 50 nos. rounds per 6 metre length,upto 3 m 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. reinfoced barbed wire,stud tied with G.I. staples and G.I. clips to retain horizotal,including necessary bolts or G.I. barbed wire tied to angle iron,all complete as per direction of E/I,with reinforcement barbed tape (R.B.T) Spring core (2.5 mm thick) wire of high tensile strength of 165 Kg/ sq.mm with tape (052 mm thick) and weight 43.478 gm/metre (cost of M.S. angle,C.C. blocks shall be paid separately).

Sand,Lead-25 KM (Lad-bedwa)

Stone Chips,Lead-18 KM (Narrow Pahari)

Cement,Lead-04 KM

Labour Cess @1%

AFAQUE AHMAD

KALPAAKRITI INFRA