Repair of 72 inch CBD in near plot No.439 in IA Ph I Panchkula

4.12.1 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. All kinds of soil.

5.23.1:- Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 1. Nominal concrete 1:1.5:3 or richer mix (i/c equivalent design mix) [Through Rate]

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

10.100.2:- Cement Concrete 1:8:16 with Over burnt (Jhama) Brick Aggregate: 40 mm size in foundation and plinth.

7.21.2:- Brick work with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth in: Cement mortar. 1:6 (1 cement: 6 coarse sand)

21.93.2:- Providing and fixing SFRC MANHOLE COVERS AND FRAMES MARKED WITH IS: 12592 including setting the same to correct lines and levels in 1:3 cement sand mortar over manhole including carriage loading unloading stacking handling re-handling etc. complete in all respects to the satisfaction to the Engineer- in-charge. 2. Type:- Extra Heavy Duty Set (EHD-20) 560MM Clear Opening [Through Rate]

6.14.1:- Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) [Through Rate]

6.33.3:- Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Note: Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 3. Cold twisted bars [Through Rate]