Construction of RCC Pavement at 300 TPD composting plant Dumping Ground Dadumajra Chandigarh

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 disposal of excavated earth lead upto 50 m and lift upto 1.5 m, and excluding of disposed earth to be leveled and neatly dresses. (DSR-2.6.1-2.36)

Carriage of earth by mechanical transport including loading, unloeading Lead of 2 Km complete in all respect to the entire satisfaction of the Engineer- In- Charge. (DSR-1.1.2)

Construction of compacted granular sub base by providing and laying, spreading and compacting course graded sub base material sand, morrow, graval, crushed stone of combination thereof comfirming to grading- I of table 400.2 of MORTH specification (5th revision). The material shall be mixed by mix in place methord or with rotavator at OMC and carried to site, spread in uniform layers and compacted with 8-10 tones smooth heeled/Vibratory roller to achieve desired density. Complete in all respect as per clause 401 of MORT&H specification (5th revision) (NSI)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 manufactured sand derived from Recycled Concrete Aggregate (RCA) : 10 graded stone aggregate 40 mm nominal size Recycled Aggregate (RA) ) (DSR-4.1.10 A)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) (DSR-4.1.3)

Providing and laying 100 mm thick factory made cement conrete interlocking paver block of M-40 grade rubber moulded, of approved size, design & shape, laid in required colour and patter over 20 mm thick compacted bed of sand, filling the joints with coarse sand etc. Complete as per the direction of Engineer-in-Charge (NSI)

Providing and laying at or near ground level factory made kerb stone of size 1' x 1'x 4" made of plain cement concrete 1:2:4, in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-Charge (length of finished kerb edging shall be measured to calculate volume for payment) (NSI)