Construction or renovation of boundary wall near rear gate of New Campus

Amount

Demolishing brick work manually/by mechanical means in cement mortar including stacking of serviceable material at site and disposal of unserviceable material outside the University Campus.

Removing mortar from bricks and cleaning of bricks including stacking at site for reuse.

Earth work in excavation in all kinds of soil in foundation trenches pits and bulk evacuation including stacking soil neatly away from the edges, filling back by the sides of foundations in plinth in 150mm thick layers, ramming, watering and consolidation complete including disposal of surplus earth outside the University Campus. Nothing extra shall be paid on account of lead/lift and disposal of earth outside the University Campus.

Providing and laying cement concrete 1:5:10 ( 1 cement: 5 coarse sand: 10 grade crushed stone aggregate 40mm nominal sizes) in foundation and under flooring including machine mixing, finishing, consolidation, curing and form work complete.

Providing and laying in positon cement concrete 1:3:6 (1 Cement:3 Coarse Sand : 6 Graded stone aggregate 20 mm nominal size crushed stone aggregate) including cost of Machine mixing, curing, centering, shuttering (Formwork). All work upto floor V level.

Brick work with 2nd class bricks of class designation 75 in foundation and plinth and in superstructure in Cement mortar 1 :6 ( 1 cement : 6 fine sand). All work upto floor V level.

10-15mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand). All work upto floor V level.

Supplying & fixing at site Angle Iron Post and Struts of required size including bottom to be split and bent at right angle in opposite directions for 10 cm length and drilling holes upto 10 mm dia as required.

Providing and fixing concertina coil fencing with punched tape concertinacoil 600 mm dia 10 meter openable length ( total length 90m), having 50 nos rounds per 6 meter 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. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape (R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ meter (cost of M.S. angle, C.C. blocks shall be paid separately)

M/S DALJEET SINGH

M/S MOHD ASHRAF SHAN