Silt and Mulba clearance from Sump Tank of Basantpur Lift station.

Amount

Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tone roller, of wooden or steel rammers, and rolling every 3rd and top most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc. lead upto 50 m and lift upto 1.5 m in all kinds of soil: (deduct for not rolling and watering with power roller of minimum 8 tonnes)

Filling empty cement bags with sand/earth; including cost of sewing and strings; excluding cost of bags and earth/sand.

Unloading sand /earth filled bags from boats a/ placing in water

Supply of fine sand

Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like

Supply of empty cement bags

Pump set for pumping water of capacity 4000Ltrs/hour

Slip clearance (in soils mixed with moorum/Kankar/shingle/ boulders, disposal lead upto 50M and lift upto 1.50M)

Silt clearance from canals, inclusive of initial lead and lift(50M and 1.5m respectively b/Wet

Extra for every additional lift of 1.5Mtr.or part thereof in excavation /banking excavated or stacked material All Kinds of soil

a) (1Lifts)

b) (2Lifts)

c) (3Lifts)

Earth work in bulk excavation by Mechanical means (Hydraulic excavator) over area (exceeding 30cm in depth, 1.5 M in width as well as the Sqm on plan) including disposal of excavated earth lead upto 50M and lift upto 1.5 M as directed by Engineer In – charge a) all kinds of soil

Engagement of labour for operating the pumps

Carriage of sand below 40mm nominal size from source to site of work av.50 M by Head load

Carriage of silt/mubla from source to site of work av.50 M by Head load

ANIL SHARMA