Restoration of rain damages on Patti to Kukain road

Earth work in excavation in for structures as per drawing and technical specification Clause 305.01 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material and disposal of all surplus excavated earth up to a lead of 50 Metre in specified site and as per the direction of Engineer-in-charge complete.

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 fine sand : 10 graded stone aggregate 40 mm nominal size) with in all lead and lift and as per the direction of Engineer -in -charge.

Providing and laying bouler apronlaid in wirecrates with 4mm (four millimetre) dia GI wire confirming to IS -280and IS 4826 in 100mmx100mm (one hundred millimetre in to one hundred millimetre) mesh (wooden diagonally) including 10 (ten) percent extra for lapsand joints laid with stone boulders weighting not less than 25 Kg (twenty five kilograme) as per drawing and technical specification clause1301 as per the direction of engineer-in charge.

Back filling behind retaining walls, breast walls, abutments, wing walls and return walls complete as per drawing and technical specifications clause 1204.3.8 in all leads and lifts and carriage of materials by all modes of transportation and as per the direction of Engineer-in-Charge.