mprovement of Wet Land and Construction of Pathway Under South Forest Division

Removing of obstructions, garbage, floating material, slush, silt etc. from the drain in or under water and liquid mud from the existing pond upto bed level including disposal of removed material within a manual lead of 50 mtr and lift upto 1.50 Mt. including working in or under water and under foul condition as per site conditions for satisfactory work as per direction of Engineer-in-charge.

Supply of earth including royality, excavation, loading & unloading and carriage by mechincal transport lead upto 5 K.M. and banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with wooden or steel rammers,and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m : All kinds of soil

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil

Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete 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 Engineerin- charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).

Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineerin- Charge.With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25

Supplying and stacking at site. Red bajri

Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 600 mm dia RCC pipes.

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