BWN/Rs. 2.00 Lacs/Construction of Boundary wall(Balance work) at Judicial Complex at Tosham in Bhiwani Distt.

Amount

Earth work in excavation by mechanical means Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.(HSR 4.14.1)

Providing and laying damp-proof course with cement concrete 1 :2:4 (1 cement : 2 coarse sand (zone-Ill): 4 graded stone aggregate 12.5mm nominal size) 25 mm thick(HSR 6.8.3).

Brick work with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement: 4 coarse sand) (HSR 7.21.1)

Brick work with common burnt clay non-modular bricks of class designation 7 .5 in superstructure above plinth level up to floor IV level in all shapes and sizes in Cement mortar 1:4 (1 cement: 4 coarse sand) (HSR 7.22.1)

Cement Concrete 1 :8:16 Flooring Cement Concrete 1:8:16 with Over burnt (Jhama) Brick Aggregate: 90 mm to 40 mm size in foundation and plinth ( HSR 10.100.1)

12 mm cement plaster of mix 1 :4 (1 cement: 4 fine sand) HSR( 11.5.3)

15 mm cement plaster on the rough side of single or half brick wall of mix 1 :4 (1 cement: 4 fine sand) (HSR 11.6.1)

Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface Water thinnable cement primer HSR(11.67.1).

Wall painting on a cement plaster surface with acrylic emulsion paint of approved brand and manufacture to give an even shade. Two or more coats on new work HSR(11.71.1)

Fixing glass pieces on top of walls HSR(18.61).

G.I Barbed Wire Fencing 1.2 Metre High Providing and fixing 1.2 metres high GI barbed wire fencing with 1.8 m angle iron posts 40 mm x 40 mm x 6 mm placed every 3 metres centre to centre founded in M15 grade cement concrete, 0.6 metre below ground level, every 15th post, last but one end post and comer post shall be strutted on both sides and end post on one side only and provided with 9 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, tum buckles etc complete as per clause 807 Cost of excavation for foundation and foundation concrete to be added separately in the cost estimate as per approved design. The rate for these items may be taken from respective chapters. (HSR 34.29.1)

VIJENDER SINGH CONTRACTOR

SANDEEP KUMAR CONTRACTOR