Restoration of rain damages

Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. completincluding carriage of materials with in all leads and lifts and direction of Engineer- in- Charge.

Providing, laying, spreading and compacting stone aggregates of 90mm to 40mm (ninety millimetre to forty millimetre) nominal size to water bound macadam specifications including in uniform thickness, hand packing, rolling with smooth wheel roller 80-100kN in stages to proper grade and camber, applying and brooming, stone screening and binding materials to fillup the interstices of coarse aggregate, watering and compacting to the required density grading-I as per technical specifications clause 405 by manual means including entire carriage of materials within all leads and lifts and other incidentals.

Providing, laying, spreading and compacting stone aggregates of 63mm to 45mm (sixty three millimetre to forty five millimetre) nominal size to water bound macadam specifications including in uniform thickness, hand packing, rolling with smooth wheel roller 80-100kN in stages to proper grade and camber, applying and brooming, stone screening and binding materials to fillup the interstices of coarse aggregate, watering and compacting to the required density grading-II as per technical specifications clause 405 by manual means including entire carriage of material within all leads and lifts and other incidentals.

Providing and laying in position cement concrete of specified grade including the cost of centering and shuttering 1:1½:3 (1 Cement: 1½ coarse sand) : 3 graded stone ggregate 20 mm nominal size)carriage of materials with in all leads and lifts and direction of Engineer- in- Charge.

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (One cement : two fine sand) including testing of joints etc. complete :900 mm ( nine hundred millimetre) dia. R.C.C. pipe with in all leads and lifts and direction of Engineer- in- Charge.

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (One cement : two fine sand) including testing of joints etc. complete :450 mm (four hundred fifty millimetre) dia. R.C.C. pipe with in all leads and lifts and direction of Engineer- in- Charge.

Providing and laying in position cement concrete of specified grade including the cost of centering and shuttering - All work up to plinth level :1:3:6 (One Cement : three coarse sand : six graded )stone aggregate 20 mm(twenty millimetre) nominal size including carriage of materials with in all leads and lifts and direction of Engineer- in- Charge.

Providing and laying in position cement concrete of specified grade including the cost of centering and shuttering - All work up to plinth level :1:5:10 One Cement : five coarse sand : 10 graded stone aggregate 40 mm(Forty millimetre) nominal size including carriage of materials with in all leads and lifts and direction of Engineer- in- Charge.