Restoration of rain damages on Plassi Smaila Trifalghat road

Earth work in excavation by mechanical means (Hydraulic excavator) manual means over areas exceeding 30 cm ( thirty centimetre ) in depth, 1.5 m (one point five metre) in width as well as 10 sqm(ten square metre) on plan including getting out and disposal of excavated earth lead upto 50 m (fifty metre) and lift upto 1.5 m, ( one point five metre) with in all leads and lifts and carriage of material by all modes of transportation as per the direction of Engineer- in-Chrage.

Providing and Laying of boulder apron laid in wire creates with 4mm dia wire conforming to IS:280 and IS:4826 in 100mmx100mm mesh (woven diagonally) including 10per cent extra for laps and joints laid with stone boulder weighing not less than 25 kg each as per dwawing and technical specifications Clause 1301.

Providing, laying, in position cement concrete of specified grade excuding 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 as per drawing and HP,PWD technical specification including carriage of materials with in all leads and lifts and direction of Engineer- in- Charge.

Providing and laying reinforced cement concrete pipe NP2 (Heavy duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (cement : 2 fine sand) 450 mm dia R.C.C. pipe

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 Granular material.