Restoration of rain damages

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 five) metrein width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge All kinds of soil 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 :1:4:8 One Cement : four coarse sand) : eight 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.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 One Cement : fthree coarse sand : six 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.

Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 (one cement: Two approved sand) but excluding excavation, protection work, back filling, concrete and masonary work in head walls and parapets clause 1108, 900 mm (Nine hundred millimetres) dia including carriage of materials within all leads,lifts & other incidential complete as per direction and entire satisfaction of the Engineer-in-Charge

Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification clause 1303 in cement concrete mortar 1:3 ( One cement : three Sand) and curing complete including carriage of materials with in all leads and lifts and direction of Engineer- in- Charge.

Providing and laying of boulder apron laid in wire crates made with 4 mm(four millimetre ) dia GI wire conforming to IS:280 ( IS : Two hundrad eighty )and IS : 4826 ( IS : four thousand eight hundrad twenty six ) in 100mm x100mm (one hundrad millimetre into one hundrad millimetre ) mesh (weaved diagonally ) including 10% ( ten per cent ) extra for laps and joints laid with stone boulders weighting not less then 25 kg (Twenty five kilogramme ) including carriage of materials with in all leads and lifts complete in all respects as per the direction 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 direction of Engineer-in-charge.