Const. of B/wall and Drain on Bari Brahmana to Badhori road in km 9th RD (100-600), Km 10 th RD (400-500) and laying of 0.90 mtr dia Hume Pipe Culvert for cross drainage of rain water in km 9th RD ( 100-200).

Amount

Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth as directed by Engineer-in-Charge, All kinds of soil with all leads and lift & disposal of surplus earth

Providing and Laying in position cement concrete of specified grade excluding the cost of centring and shuttering – All work upto plinth level a) 1:5:10 (1 cement : 5 coarse sand : 10 graded crushed stone aggregate 40mm nominal size) with all leads and lift carriage complete.

b) 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), with all leads and lift carriage complete.

Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete, 50 mm thick with 20mm nominal size stone aggregate ( with all leads and lift carriage complete), with all leads and lift carriage complete.

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering shuttering finishing & reinforcement. All work upto plinth level 1: 1.5 : 3 ( 1 : cement : 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size, with all leads and lift carriage complete.

Reinforcement for RCC work including straightening, cutting bending placing in position and binding all complete.

Centring and shuttering including strutting, propping etc. and removal of form work for:- a) Foundations, footings, bases of Columns.

b) Suspended floors, roofs, landings, balconies and access platform.

c) Edges of slabs and breaks in floors and walls, under 20cm wide.

Filling available excavated earth (excluding rock) in trenches , plinth, sides of foundation etc. in layers not exceeding 20 cm in depth : consolidation each deposited layer by ramming and watering , lead upto 50m and lift upto 1.5m.

Providing / laying water bound macadam with specified stone aggregate stone screening and binding material including screening, sorting, spreading to template and consolidation with power road roller 8 to 10 tonne capacity etc. complete. Base course with 63mm to 45mm size including stone screenings 13.2mm size ( 150mm thick ) with all leads and lift carriage complete.

Providing/ Laying water bound macadam with specified stone aggregate stone screening and binding material including screening, sorting, spreading to template and consolidation with power road roller of 8 to 10 tonne capacity etc. complete . Base course with 53mm to 22.4mm size including stone screenings 11.2 mm size ( 75mm thick ) with all leads and lift carriage complete.

KULJIT SINGH JAMWAL

Mohd Rafeeq

Shakti Singh